Lidé na fakultě
Ing. Petr Sejkot, Ph.D.

2024, Buildings, 14 (2), ISSN 2075-5309

Kevlar fibers are widely used for industrial and military purposes due to their remarkable mechanical properties, such as their high tenacity and high strength-to-weight ratio. In this study, two-layered Kevlar composite specimens were impregnated with 10 wt.% poly (vinyl butyral)/ethanol solution which contained TiO2 nanoparticles as reinforcement. The concentrations of the nanoparticles were 1 wt.% or 2 wt.% with respect to the poly (vinyl butyral), PVB. The single-axial tensile test and three-point bending test of the Kevlar/PVB composites have been performed according to the ASTM D 3039 and ASTM D 790-03 standards, respectively. The tensile and bending properties of the dry and wet Kevlar/PVB composite specimens after a 56-day immersion are examined in this work. Upon the addition of the 2 wt.% TiO2 nanoparticles, the tensile strength and modulus of the dry specimens without reinforcement were increased by 39.8% and 24.3%, respectively. All the submerged specimens’ tensile and flexural property values were lower than those of the dry specimens. After comparing the wet composite specimens to their dry counterparts, the percentage decrease in tensile strength was approximately 20%. The wet Kevlar/PVB specimens with no TiO2 reinforcement showed the greatest reduction in bending strength, 61.4% less than for the dry Kevlar/PVB specimens, due to the degradation of the PVB matrix. In addition, a numerical simulation of the three-point bending test was carried out in Abaqus.

Článek v periodiku excerpovaném SCI Expanded

2024, Canadian Journal of Civil Engineering, 51 (7), p. 803-811), ISSN 1208-6029

Engineered wood products along with advanced processing and fabrication are pushing the limits of modern wood construction. Innovative concepts and applications facilitate the development of a new generation of structural systems. However, capacities of such systems are often governed by capabilities of the connections. This paper presents the experimental results with numerical and analytical models of angle brackets for prediction of load bearing capacity, stiffness and ductility. Three types of metal brackets in beam-column connections have been investigated and their performance has been studied in various loading arrangements. Detailed finite-element models of each connection have been developed to gain insights into their behavior. An analytical approach is also adopted to represent the connections. Comparison with test data suggests that the models can reproduce results with good accuracy. The findings confirm feasibility of implementing ductile connections in practical mass timber structures.

Článek v periodiku excerpovaném SCI Expanded

2024, Journal of Building Engineering, 96, ISSN 2352-7102

This paper presents a comparative study between Timber-Concrete Composite (TCC) systems with glued-in steel plates and screwed connections. The research focuses on evaluating the structural performance of these connections, with a particular focus on the innovative glued-in steel plate through full-scale four-point bending tests on floor subassemblies with a 7.5 m span, complemented by push-out tests for assessing the behaviour of the slab-beam connection. The study aims to determine if the glued-in steel plate, a more economical option, can replace screws without significantly compromising the TCC system’s stiffness or strength. The findings reveal that while the glued-in steel plate connections exhibited lower stiffness and ductility compared to screwed connections, they demonstrated a significantly higher load-bearing capacity. Specifically, the glued-in connections achieved capacities ranging from 670-720 kN, markedly exceeding the 300-350 kN and 480-520 kN capacities of specimens with fewer and more screws, respectively. These results suggest that glued-in steel plate connections can effectively replace screws in TCC systems, offering a cost-effective alternative without significantly reducing structural integrity. Moreover, the paper evaluates how to design TCC floors by estimating the effective number of connectors and the effective length of the glued-in steel plate using an iterative -method. This is done to account for changes in stiffness, as determined from push-out tests and observed in bending tests. The iterative -method’s findings have been validated against the predictions of a Finite Element model.

Článek v periodiku excerpovaném SCI Expanded

2024, MecaNano 2nd General Meeting - Book of Abstracts, Vídeň, Technische Universität Wien)

The Kevlar fabric composites are widely applied for body armor and vehicle armor structures. In this study, the specimens were produced of the Kevlar fabrics impregnated with 10 wt.% poly (vinyl butyral)/ethanol solution which contained the ZnO nanoparticles in different concentrations (1 wt.% or 2 wt.% in relation to poly (vinyl butyral), PVB). The two-layered Kevlar/PVB composite samples were fabricated by hot compression. In accordance with the ISO 62 standard, the square Kevlar/PVB composite specimens were immersed for the water uptake measurements. The tensile and flexural properties of the Kevlar/PVB specimens were examined in compliance with the ASTM D 3039 and ASTM D 790-03 standards, respectively. The specimens that had been submerged in distilled water at 40 ◦C for eight weeks were compared to the dry specimens in terms of their tensile and bending characteristics. The addition of ZnO nanoparticles significantly improved the tensile strength and tensile modulus of the dry Kevlar/PVB specimens. In contrast to the tensile test results, the dry specimens with no nanoparticles exhibited the superior flexural qualities (strength and modulus) because of the better bonding between their two impregnated fabric layers. When compared to their dry counterparts, the tensile and bending properties of every immersed Kevlar/PVB composite specimen showed some lower values.

Abstrakt ve sborníku z lokální konf.

2024, Proceedings of the Canadian Society for Civil Engineering Annual Conference 2023, Volume 11, Berlin & Heidelberg, Springer), p. 287-298), ISBN 978-3-031-61530-6, ISSN 2366-2557

Reinforced angle brackets are commonly used as connectors in wood structures. These connectors are typically installed with ring shank nails or screws. This paper presents the experimental results of cross-laminated timber (CLT) connections which consist of reinforced angle brackets and heavy-duty screws. These screws are one of the stiffest and the strongest options for the fasteners which can be used with the reinforced angle brackets. However, this option has not been extensively studied by many scholars yet. Therefore, this paper contains detailed numerical simulations with aim to be able to predict the failure modes and the load-bearing capacities of experimentally tested connections. Benefits together with the limitations of the presented numerical method are discussed.

Stať ve sborníku z prestižní konf.

2024, Buildings, 14 (6), ISSN 2075-5309

Rooftop solar modules are usually held in place by racks or frames that are mechanically attached to a roof structure and/or by heavyweight, ballasted footing mounts. These mounts ensure that the panel system remains in position against wind load. However, mechanical connectors create penetrations into the water-resistant layer of the roof, whereas ballasted footing mounts cause a significant additional load on the load-bearing structure of roof. For these reasons, adhesive connection seems to be a beneficial solution. Acrylic adhesive tapes, marked as VHB, may provide sufficient strength, and they have no need for mechanical fasteners or ballast. Acrylic adhesive tapes also provide a comfortable, fast, and efficient bonding process with no curing compared to liquid adhesives. On the other hand, resistance to water at load-bearing joints has not been sufficiently studied yet and could be critical for connections exposed to the outdoor environment. The present study aims at the determination of water resistance and durability of the VHBTM tapes from the GPH series, which are typically used to bond a variety of substrates including many metals. The mechanical properties and failure modes are compared for the specimens before and after a 21-day immersion in water. A significant reduction in strength was observed, depending on the substrate material. The study of chemical changes in the acrylic tape and in its leachate through infrared spectroscopy (FT-IR), X-ray fluorescence, and X-ray diffraction analyses clarified the reduction in mechanical properties. The selected VHB tape demonstrated strong resistance to the effects of water. However, the overall strength of the joint after immersion was significantly impacted by the decrease in adhesion to a specific substrate.

Článek v periodiku excerpovaném SCI Expanded

2023, Proceedings from the 13th World Conference on Timber Engineering 2023, World Conference on Timber Engineering 2023), p. 1397-1402), ISBN 9781713873297

Beam-on-foundation modelling shows huge potential to substitute the limit analysis and empirical stiffness formulas used to calculate the load bearing capacity of timber connections with dowel-type fasteners like nails and screws. It takes into the account the non-linear behaviour of fastener’s shank subjected to bending as well as the elastic-plastic behaviour of contact between the fastener and surrounding wood. Its another advantage is the capability to calculate both capacity and stiffness of complex connections commonly used in cross-laminated timber structures. This paper describes numerical models of axially and laterally loaded fasteners in wood. Results from modelling are thereafter compared to the experimentally obtained data.

Stať ve sborníku z prestižní konf. (Scopus)

2023, Proceedings from the 13th World Conference on Timber Engineering 2023, World Conference on Timber Engineering 2023), p. 1403-1408), ISBN 9781713873297

Mechanical connections in wood structures typically consist of structural members connected with combination of cold-formed thin-walled steel angle brackets and fasteners in forms of nails or screws. Design of these steel connectors is typically based on short-term monotonic load bearing capacities. Observations from experimental testing indicate that their failure modes and resistance to a cyclic loading should be checked carefully to prevent the thread of sudden collapse of structures using these connections. This paper presents the experimental results of connections of CLT elements connected together by angle brackets and subjected to the external cyclic loading. Special focus is made on connections using heavy duty screws as fasteners. Results of experimental testing are compared to results of testing of similar connections using ring nails as fasteners. In addition, numerical simulations are made with aim to predict the failure modes and the load bearing capacities of experimentally tested connections.

Stať ve sborníku z prestižní konf. (Scopus)

2023, Modern Building Materials, Structures and Techniques, Springer, Cham), p. 268-277), ISBN 978-3-031-44602-3, ISSN 2366-2557

The Kevlar fabric composites have a wide range of applications in the body armor and lightweight vehicle-armor structures. Nanoparticles are one of the most common nanofillers for these structures. In this research, the testing specimens have been made from the Kevlar fabrics impregnated with the poly (vinyl butyral)/ethanol solution which had been reinforced with the ZnO nanoparticles. The two-layered composite samples have been fabricated by means of hot compression. The immersion of the square Kevlar/PVB specimens for the water uptake measurements has been performed according to the ISO 62 standard. The specimens have been immersed in a water bath filled with the distilled water (40 ℃) in the period of 8 weeks. The Kevlar/PVB specimens have been tested in accordance with the ASTM D 3039 standard for the tensile properties and the ASTM D 790–03 standard for the flexural properties. The tensile and bending characteristics of the dry specimens have been compared with the ones that had undergone the water immersion.

Stať ve sborníku z prestižní konf. (Scopus)

2023, ICFC9 9th International Conference on Fatigue of Composites - Scientific Program and Book of Abstracts, Padova, University of Padova), p. 48-48)

In this research, the testing specimens were made from the Kevlar fabrics impregnated with 10 wt.% poly (vinyl butyral)/ethanol solution but with the addition of the TiO2 nanoparticles. The tensile and bending properties of the dry specimens were compared with the ones that had been immersed in a water bath filled with distilled water (40°C) in the period of 8 weeks. The PVB/fabric weight ratio for the impregnation of the woven Kevlar fabric was 20 wt.%. The Kevlar/PVB fabric composites were reinforced with the TiO2 nanoparticles in different concentrations (1 wt.% or 2 wt.% of reinforcement regarding poly (vinyl butyral), PVB). The two layers of composite fabrics were hot-pressed by using the digital press at a temperature of 170 °C for 30 minutes. The immersion of the square Kevlar/PVB composite specimens for the water weight gain measurements was performed according to the ISO 62 standard. The Kevlar/PVB specimens were tested in accordance with the ASTM D 3039 standard for the tensile properties and ASTM D 790-03 standard for the flexural properties. During the tensile and the flexural test, the complete fracture of the specimens did not occur. The addition of 2 wt.% TiO2 nanoparticles produced 39.8% and 24.3% improvement in the tensile strength and tensile modulus, respectively, compared to the dry Kevlar/PVB specimens without reinforcement. The tensile properties of all the immersed Kevlar/PVB composite specimens had decreased values compared to the ones of their dry specimens. Unlike the tensile test results, the best flexural properties (strength and modulus) were achieved with the dry specimens with no particles due to the better bonding between their two impregnated fabric layers since the presence of TiO2 nanoparticles reduced the shear connection between the layers. However, there was not such a decline in the properties of the wet specimens with nanoparticles which even made some improvement in the bending strength compared to the wet Kevlar/PVB specimens.

Abstrakt ve sborníku z mezinár. konf.

2022, Composite Interfaces, 29 (12), p. 1309-1324), ISSN 1568-5543

Carbon fiber reinforced polymer (CFRP) composites have many applications in civil engineering, aircraft industry and in many other areas. They are lightweight composite materials with outstanding mechanical properties. In this study, the testing specimens were made from the carbon fabrics impregnated with epoxy resin which had been reinforced with the silicon carbide (SiC) microparticles or SiC microfibers. The four-layered composite samples were fabricated by means of hot compression and curing of epoxy resin. The thermal, tensile and impact properties of the untreated specimens were compared with the ones that underwent the water absorption in duration of 72 hours, followed by desorption. The treated specimens containing the SiC particles and SiC microfibers demonstrated 3.4% and 8.8% of the reduction in the tensile energy absorption, correspondingly, compared to their untreated counterparts. Opposed to this trend of results, the tensile energy absorption value of the treated carbon/epoxy specimens, experienced an increase of 84.4% compared to the dry carbon/epoxy specimens. The additional test results showed that the water treated carbon/epoxy composites went into a certain decline in their thermal, tensile and impact properties. The obtained results provide some significant pieces of information for the future practical use of the presented composites.

Článek v periodiku excerpovaném SCI Expanded

2022, CertBond COST Action CA18120 – Training School 2 – Book of Abstracts, TECHNISCHE UNIVERSITEIT DELFT), p. 40-40)

Carbon fiber reinforced polymer (CFRP) composites are extensively employed in aircraft industry, and in other areas where outstanding mechanical performance is a requirement. In this study, the composite samples were made from the carbon fabrics impregnated with epoxy resin reinforced with the silicon carbide (SiC) microparticles or microfibers. The thermal, tensile and impact properties of the untreated specimens were compared with the ones that underwent the water absorption in duration of 72 h (immersion or high humidity) followed by desorption. The glass transition temperatures (Tg) of the specimens were determined using the differential scanning calorimeter (DSC) device. The carbon/epoxy specimens were tested in accordance with the ASTM D5942 standard for their impact properties and ASTM D3039 standard for the tensile properties of the composite materials with the polymer matrix. The dry carbon/epoxy specimens with the SiC microfibers or SiC particles showed a large increase in the tensile strength and tensile energy absorption (TEA), respectively, in comparison with the dry carbon/epoxy specimens while the specimens with the SiC particles had the highest value of the impact toughness. The carbon/epoxy specimens with the SiC reinforcement, which were exposed to 70% humidity or water immersed, saw the decline in Tg. The tensile strength and TEA of the water immersed carbon/epoxy specimens with the SiC reinforcement had the values decreased in comparison with the ones of their dry specimens. Contrary to this trend of results, the tensile properties values achieved a significant increase in the immersed carbon/epoxy specimens (with no reinforcement), in comparison with the dry ones. The decrease of the elastic modulus was determined in all the specimens after water immersion followed by desorption. The impact toughness values of all the specimens decreased after exposing them to the elevated humidity as well as to water immersion, compared to the values in their untreated counterparts.

Stať ve sborníku z mezinár. konf.

2021, CSCE 2021 Annual Conference – Inspired by Nature – Inspiré par la Nature, Montreal, Canadian Society for Civil Engineering)

In some instances, algebraic hysteresis models may exhibit some advantages compared to differential hysteresis models. In this paper, the authors present a novel transcendental hysteresis model based on the piece-wise definition of arctangent (Atan) functions. The definition of the shape parameters of the arctangent functions originates from the features of the experimental hysteresis curves directly. In the first step, the authors present an application of this model to the experimental cyclic response of a Light-Timber frame (LTF) shear wall. The proposed model originates from the analysis of the experimental response of wood joints. However, it can be of more general application, and the particular reference towood joints does not preclude other application fields.

Stať ve sborníku z mezinár. konf.

2021, Earthquake Engineering and Structural Dynamics, 50 (9), p. 2277-2293), ISSN 0098-8847

The authors present a novel transcendental hysteresis model based on the piecewise definition of arctangent functions. The definition of the shape parameters of the arctangent functions originates from the features of the experimental hysteresis curves directly. In the first step, the authors present this model's application to the experimental cyclic response of cross‐laminated timber (CLT), light‐timber frame (LTF) shear walls, and a steel angle bracket. Then, the response of a plywood‐coupled laminated‐veneer lumber (LVL) shear wall is used for validation purposes. The paper introduces the arctangent‐based model, labeled Atan model, by illustrating some possible shortcomings of hysteresis models with pinching. The paper concludes with a simple demonstration of these issues in the case of a Bouc‐Wen class hysteresis model, the extended energy‐dependent generalized Bouc‐Wen (eegbw) model. The numerical instabilities of the eegbw model are used to endorse the advantages of the proposed formulation in modeling complex structural arrangements, like wood joints and structural systems. The proposed model originates from the analysis of the experimental response of wood joints. However, it can be of more general application, and the particular reference to wood joints does not preclude other application fields.

Článek v periodiku excerpovaném SCI Expanded

2021, World Conference on Timber Engineering (WCTE 2021) Proceedings, Centro UC de Innovación en Madera), p. 3026-3032), ISBN 978-1-7138-4097-8

Mechanical connections in wood structures typically consist of structural members connected with combination of thin-walled steel angle brackets and fasteners in forms of nails or screws. Design of these steel connectors is typically based on short-term load bearing capacities. Observations from experimental testing indicate that both the angle bracket and the fasteners possess properties such the connections can be designed to behave in a ductile manner. This paper presents numerical simulations of ductile angle bracket connections calibrated against experimental results and subsequently validated. Special focus is on single nail behaviour when the jointed timber members are subjected to cyclic loading. Simulations of global behaviour of connections show that acceptable match between the simulation and the experimental results can be achieved despite relatively simple nail model is used for both loading and unloading behaviour.

Stať ve sborníku z prestižní konf. (Scopus)

2021, World Conference on Timber Engineering (WCTE 2021) Proceedings, Centro UC de Innovación en Madera), p. 2007-2013), ISBN 978-1-7138-4097-8

Timber roof structures built up by several trusses designed with structural timber members and jointed together by punched metal plate fasteners are considerably effective structures for long spans. They are considered cost-effective and can serve their purpose well during the lifespan of a roof. Lately, the limits of how long spans they can withstand for a normal loading situation have been pushed. Failures that often relate to lateral instability in the top chord or in other compressed members of the truss have been reported. The effect of various parameters on the load carrying capacity of the top chord is studied. Analytical solutions based on the method available in Eurocode 5 and a method based on the assumption of an elastic foundation is used in combination with finite element simulations. Results show that, in a Nordic context, the approach suggested in Eurocode is problematic due to the suggested bay length which is supposed to develop between lateral supports. Simulation results also suggests that load-displacement curves based on experiments performed on the connections involved should be used in simulations of the top chord rather than an elastic spring.

Stať ve sborníku z prestižní konf. (Scopus)

2021, Current Applied Physics, 26, p. 16-23), ISSN 1567-1739

Para-aramid fibers (Kolon) are high performance polymeric fibres characterized by their high tenacity and impact resistance. They are used for the soft body armor structures in ballistics. In this study, the testing specimens were made from multilayered Kolon fabrics impregnated with epoxy resin where silicon carbide (SiC) microparticles or SiC nanofibers were added as reinforcement. The laminated composite samples were fabricated by hot compression and curing of epoxy resin. The tensile and impact strengths of the untreated specimens were compared with the ones that underwent water absorption in duration of 72h (immersion or humidity) followed by desorption. The immersion of the specimens in water and exposure to high humidity (70%) were performed according to the ISO 62 standard while the tensile test was carried out in accordance with the ASTM D 3039 standard. In the end, the tensile test simulation of the laminated composite by using software Abaqus® was accomplished.

Článek v periodiku excerpovaném SCI Expanded

2021, 15th International conference on materials chemistry (MC15), Cambridge, Royal Society of Chemistry)

The para-aramid fibres (Kevlar, Twaron, Kolon) are high performance polymeric fibres characterized by their high tenacity, strength to weight ratio and impact resistance. They are used for the soft body armour structures in ballistics and for the manufacture of parts in aerospace and automotive industry. In this study, the specimens were made from the two-layered Kolon fabrics impregnated with epoxy resin where some silicon carbide (SiC) microparticles or SiC nanofibres were added as reinforcement. These composite specimens were fabricated by hot compression and curing of epoxy resin. Despite their good mechanical strength it is a well-known fact that the mechanical properties of epoxy resins are affected by moisture absorption. The tensile and impact properties of the untreated specimens were compared with the ones that underwent water absorption in the duration of 72h (immersion or humidity) followed by desorption. The immersion of the specimens in water and the exposure to high humidity (70%) were completed in accordance with the ISO 62 standard while the tensile test was performed according to the ASTM D 3039 standard. Furthermore, the tensile test simulation of the Kolon/epoxy composite by using software Abaqus® was accomplished. For the determination of the absorbed impact energy and the impact toughness of the composite specimens, an impact test was performed by using the Charpy impact pendulum in accordance with the ASTM D5942 standard.

Abstrakt ve sborníku z mezinár. konf.

2020, Engineering Structures, 204, ISSN 0141-0296

According to the harmonized European design code for timber structures, Eurocode 5, all pitched timber trusses are designed as an in-plane structure, meaning that the bracing systems used are assumed to prevent the out-of plane failure of the truss if sufficient strength and stiffness are provided. The present paper studies how the stiffness of a wooden bracing system contributes to the out-of-plane stability of a trussed roof structure. Results from numerical simulations indicate that significant bracing forces may occur in compressed structural members for long-span timber structures. As well, the values obtained from the calculations according to Eurocode 5 are occasionally far from the results obtained by numerical simulations.

Článek v periodiku excerpovaném SCI Expanded

2019, 2019 CSCE Annual Conference Proceedings, Université Laval in Quebec City)

Typical connections in wood structures consist of structural members connected with thin-walled steel elements, commonly angle brackets. The design of these steel elements is typically based on short-term load bearing capacity experimental testing. Experiences from the experimental testing indicate that both steel plate and connectors possess properties such that these connections can be designed to behave in ductile manner. Following the capacity design principle, during seismic loading the structural members remain undamaged while the damage and most of the energy dissipation is confined within the steel elements. However, there is insufficient support in Building Design Codes to design any building for a seismic situation in such a manner. This paper presents development of numerical models of the connections and subsequent validation by experimental results. Their applications in replicating performance of a number of metal bracketed connections with these characteristics are illustrated. Two sources of ductility for the overall arrangement, namely deformations in the metal connectors and in nails (bending and pulling out) due to cyclic loading have been identified. The steel plate absorbs significantly less energy after the first circle while the nails can dissipate energy more consistently over the cycles, characterized by pinching and elasto-plastic behavior respectively. The models offer insights into detailing ductile connections in wood and possibility in the optimization of the connectors for seismic design.

Stať ve sborníku z prestižní konf. (Scopus)

2019, CONSTRUCTION and REAL ESTATE: EXPERTISE and APPRAISAL, ASN Experts & Consultans, s.r.o.), p. 261-262), ISBN 978-5-9903774-6-2

Kolapsy dřevěných konstrukcí a prvků z důvodu stability jsou poměrně častým jevem i přes četná doporučení, jak jim zabránit. Tyto kolapsy jsou typicky doprovázeny náhlou deformací vedoucí k porušení jednoho nosného prvku či přímo celé konstrukce.

Stať ve sborníku z mezinár. konf. česky

2018, WCTE 2018 Proceedings, Seoul, National Institute of Forest Science), ISBN 979-11-6019-235-3

According to the harmonized European design code for timber structures, Eurocode 5, all pitched timber trusses used in load bearing roofs are designed as in-plane structures which means that a bracing system must be designed and put in place to prevent the out-of-plane instability. Results from numerical 3D stability analyses of the whole roof structure indicate that the out of plane stability is often the critical factor. Therefore, influence of stiffness properties of that system is studied in detail herein for long-span timber roofs. Focus is put on how the stiffness of the mechanical connections in the roof structure influences the load carrying capacity of the roof. The punched metal plate connections are modelled as non-coupled spring elements connecting the various beam elements in the timber truss respectively. The spring stiffness of the connections is derived from full-scale tests, which were made for all in- and out-of-plane degrees of freedom. To evaluate the experimental testing, a digital image correlation method was used. The results from the digital image correlation tests were compared with numerical simulations of the experimentally tested connections to check the potential of using the numerical simulations instead of the experimental testing to get the stiffness properties of various connections used in the whole roof stability analysis. Based on such analysis, punched metal plate fasteners showed to be an important contributor to the roof stability because of its relatively high stiffness in all six degrees of freedom.

Stať ve sborníku z prestižní konf. (Scopus)

2016, TZB info, 18. (3), ISSN 1801-4399

Tento článek poskytuje základní přehled v problematice hybridních sklo-dřevěných konstrukcí včetně analýzy lepených spojů sklo-dřevo, která byla provedena na ČVUT v Praze.

Článek v odborném recenzovaném periodiku česky

2016, Dřevostavby 2016, Volyně, VOŠ Volyně), p. 187-189), ISBN 978-80-86837-84-0

Článek je zaměřen na řešení problematiky spojů dřevěných prvků za pomoci tenkostěnných ocelových elementů aneb kování, kde jsou jako spojovací prvek použity kolíkové spojovací prostředky.

Stať ve sborníku z mezinár. konf. česky

2016, Materiály pro stavbu, XXII (2), p. 31-35), ISSN 1213-0311

Rostoucí zájem o sklo jako konstrukční materiál vede k jeho uplatnění mimo jiné i v dřevěných konstrukcích, např. pro vnější fasádní prvky nebo sloupy či nosníky uvnitř budovy. Sklo je křehký materiál, ale dosahuje až šestkrát vyšší tuhosti než dřevo. Vhodnou kombinací obou těchto materiálů lze vytvořit takový kompozitní prvek, kde slabé vlastnosti jednoho materiálu (např. křehkost skla a nízká pevnost v tahu) lze vhodně doplnit vlastnostmi druhého materiálu (např. pevností dřeva v ohybu a duktilitou v tlaku).

Článek v odborném nerecenzovaném periodiku česky

2016, WCTE 2016 CD-ROM Proceedings, Wien, Vienna University of Technology), ISBN 978-3-903039-00-1

The paper presents experimental, numerical, and analytical methods for the prediction of the load-bearing capacity of timber connections with metal angle brackets, utilising annular ring nails as fasteners. Full-scale testing experiments were performed in order to obtain the stiffness of the connection. Numerical simulations are employed to predict the load-bearing capacity of the angle brackets, when the external force is in the direction of the opening of the angle bracket. The characteristic load-bearing capacity of the connection was calculated using both the results of the numerical simulation, and analytical formulas, utilising laboratory measurements of the timber density. The paper presents the results of the three approaches, allowing direct comparison of the veracity of the simulations.

Stať ve sborníku z prestižní konf. (Scopus)

2015, The 2nd International Conference "Innovative Materials, Structures and Technologies", Bristol, IOP Publishing Ltd), p. 1-9), ISSN 1757-8981

The design of spatial connections in load bearing timber structures with steel angle brackets has in sufficient support in the existing design standards.Therefore, research has been necessary to improve this state of the art. In the current paper an experimental study on two designs of angle brackets is presented and the results from full-scale experiments are compared to numerical and analytical computational models.

Stať ve sborníku z prestižní konf.

2015, Dřevostavby 2015, Volyně, VOŠ Volyně), p. 203-204), ISBN 978-80-86837-72-7

Článek se zabývá problematikou výzkumu sklo-dřevěných konstrukcí. Dřevo i sklo jsou materiály, které vynikají svými estetickými vlastnostmi. V současné architektuře je sklo, stejně tak jako dřevo, stále častěji používáno na pohledově exponované konstrukce. Protože sklo je křehký materiál, jsou vyvíjeny různé druhy hybridních konstrukcí, kde je sklo kombinováno s jinými materiály (např. dřevo) s cílem zvýšit únosnost prvku, dosáhnout bezpečného chování při porušení skla a současně zachovat vysokou míru transparentnosti.

Stať ve sborníku z lokální konf. česky

2015, TZB-info: portál pro technická zařízení budov, 17. (11.), ISSN 1801-4399

V současné době jsou vypočtené únosnosti prostorových přípojů dřevostaveb za pomoci kování výrazně nižší, než experimentálně zjištěné hodnoty. Důvodem je nedostatečná podpora výpočtů v současném znění technických předpisů a norem. Výzkum na ČVUT v Praze se proto tímto tématem zabývá a klade si za cíle doplnit předpisy a normy tak, aby vypočítané hodnoty únosnosti lépe odpovídaly experimentálně zjištěným hodnotám. Tento příspěvek přibližuje celý proces výzkumu od experimentů v reálném měřítku, přes numerické modely přípojů až po současné analytické přístupy a návrh na jejich zlepšení.

Článek v periodiku z pozitivního seznamu RVVI česky

2015, Dřevo&Stavby PROFI speciál 2015, 6, p. 36-37)

Příspěvek představuje jeden z prvních českých „spin¬-off“ projektů, které již nejsou pouze dominantou vyspělých trhů jako je britský či americký, ale začínají pronikat i na další trhy, český nevyjímaje. Projekt je rea¬lizován ve spolupráci univerzitního centra energeticky efektivních budov (UCEEB) ČVUT a britské společnosti The Rope Effect Ltd vyvíjející generický výpočetní software Teretron pro navrhování přípojů a prvků dřevěných kon¬strukcí dle eurokódů, nezávislý na konkrétních výrob¬cích. Projekt je ve fázi beta testování a brzy bude připraven pro český trh

Článek v odborném nerecenzovaném periodiku česky

2015, Dřevostavby 2015, Volyně, VOŠ Volyně), p. 209-210), ISBN 978-80-86837-72-7

Příspěvek představuje jeden z prvních českých "SPIN-OFF" projektů, který si klade za cíl nejen představení výhod takového typu projektu, která je v posledních letech populární na vyspělých trzích, například ve Velké Británii a USA, ale zároveň vkládá naděje do úspěchu nového, zajímavého projektu. Projekt je realizován ve spolupráci univerzitního centra UCEEB a britské společnosti The Rope Effect Ltd vyvíjející výpočetní software Teretron. Projekt je ve fázi beta testování a brzy bude připraven pro český trh.

Stať ve sborníku z lokální konf. česky

2015, Sympozium Energeticky efektivní budovy 2015, Praha, Společnost pro techniku prostředí), p. 261-264), ISBN 978-80-02-02615-0

Příspěvek představuje jeden z prvních českých "SPIN-OFF" projektů, které již nejsou pouze dominantou vyspělých trhů jako je britský či americký, ale začínají pronikat i na další trhy, český nevyjímaje. Projekt je realizován ve spolupráci Univerzitního centra energeticky efektivních budov (UCEEB) ČVUT a britské společnosti The Rope Effect Ltd vyvíjející generický výpočetní software Teretron pro navrhování přípojů a prvků dřevěných konstrukcí dle Eurokódů, nezávislý na konkrétních výrobcích. Produkt již úspěšně završil fázi beta testování a ve druhé polovině září 2015 vstoupí na český trh. Bližší informace pro zájemce jsou uvedeny na stránkách www.teretron.cz.

Stať ve sborníku z lokální konf. česky

2015, Sympozium Energeticky efektivní budovy 2015, Praha, Společnost pro techniku prostředí), p. 149-154), ISBN 978-80-02-02615-0

Článek se zabývá metodami vhodnými pro určení únosnosti spojů dřevěných prvků za pomoci úhelníků s prolisem. Jako spojovací prostředky byly ve spojích použity kroužkové konvexní hřebíky. Článek obsahuje přímé srovnání výsledků ze zkoušek, z analytických výpočtů a z numerických simulací na přípojích se dvěma verzemi úhelníků.

Stať ve sborníku z lokální konf. česky

2015

Disertační práce se zabývá metodami vhodnými pro určení spojů dřevěných prvků za pomoci úhelníků s prolisem. Jakožto spojovací prostředky byly v přípojích použity kroužkové konvexní hřebíky. Byly provedeny zatěžovací zkoušky celých spojů a únosnost byla určena na základě vyhodnocení provedených zkoušek dle aktuálně platných norem. V analytickém přístupu byly sestaveny vzorce pro výpočet únosnosti zkoušených spojů a použitých spojovacích prostředků - kroužkových konvexních hřebíků. Při numerickém přístupu byly simulovány průběhy zkoušek provedených na přípojích. Simulace proběhla v programu Abaqus CAE. Práce tak obsahuje přímé srovnání výsledků všech tří metod. Navíc díky výpočetním metodám, které byly touto prací ověřeny, proběhla úprava tvarů vyráběného kování společnosti BOVA Březnice s.r.o., čímž se významně zvýšila jeho únosnost.

Disertační práce (PhD)

2015

Některé stávající úhelníky byly podrobeny statickým zkouškám . Na základě těchto experimentů byly sestaveny výpočetní modely popisující chování úhelníků pod zatížením. Pomocí těchto výpočtů byly navrženy změny úhelníků. Jedná se změny v geometrii (efektivnější rozmístění otvorů pro spojovací prostředky, změna tvaru výztužného vlisu). Posléze byly provedeny finální destruktivní zkoušky na modifikovaných úhelnících. Tyto zkoušky prokázaly přínosnost výzkumu - únosnost úhelníků byla průměrně zvýšena o 25% oproti stávajícímu návrhu.

Výzkumná zpráva v češtině

2014, COST Action FP1004 - Experimental Research with Timber, Bath, University of Bath), p. 9-12), ISBN 978-1-85790-183-2

There is a significant possibility to improve calculated load bearing capacities of spatial connections with thin walled metal nailing plates making them more consistent with the results from tests. The reason is that the design of these connecting elements has inadequate support in the existing Standards. Therefore, it is the intention of the research to improve on this state of knowledge. This paper describes the whole process of the research, which consists of the full-scale experiments, 3D FEM models in Abaqus CAE, and the developing of an existing analytic solution.

Stať ve sborníku z mezinár. konf.

2014, Stavebnictví, VIII (01-02/14), p. 50-55), ISSN 1802-2030

Tento článek se věnuje problematice navrhování a posuzování spojů s použitím kování, která je dosud nedostatečně popsána v odborné literatuře a v technických normách. To znesnadňuje nejen inovaci a optimalizaci tvarů vyráběného kování, ale i posuzování únosnosti těchto spojů. Přispět k řešení tohoto problému by měl výzkum Univerzitního centra energeticky efektivních budov ve spolupráci s komerční sférou, firmami BOVA a FINE.

Článek v periodiku z pozitivního seznamu RVVI česky

2014, WCTE 2014 Book of Abstracts Volume II, Quebec, Universite Laval), p. 51-52), ISBN 978-0-86488-560-9

There is a significant possibility to increase load bearing capacities of thin walled three-dimensional nailing plates by optimization. Nevertheless design of three-dimensional nailing plates has an inadequate support in Standards. It is the subject of the Author's research to improve this state by developing optimization method based on 3D FEM calculation method assisted by testing. This paper is focused on the process of optimization. The paper describes the progress of the experiments, their evaluation and analysis of the results in Abaqus FEM software.

Abstrakt ve sborníku z mezinár. konf.

2014, Dřevostavby 2014, Volyně, VOŠ Volyně), p. 185-188), ISBN 978-80-86837-57-4

V současné době jsou vypočtené únosnosti prostorových přípojů dřevostaveb za pomoci kování výrazně nižší, než experimentálně zjištěné hodnoty. Důvodem je nedostatečná podpora výpočtů v současném znění technických předpisů a norem. Výzkum na ČVUT v Praze se proto tímto tématem zabývá a klade si za cíle doplnit předpisy a normy tak, aby vypočítané hodnoty únosnosti lépe odpovídaly experimentálně zjištěným hodnotám. Tento příspěvek přibližuje celý proces výzkumu od experimentů v reálném měřítku, přes numerické modely přípojů až po současné analytické přístupy a návrh na jejich zlepšení.

Stať ve sborníku z mezinár. konf. česky

2014, Sborník semináře doktorandů katedry ocelových a dřevěných konstrukcí, Praha, ČVUT, Fakulta stavební, Katedra ocelových a dřevěných konstrukcí), p. 35-38), ISBN 978-80-01-05522-9

There is a significant possibility of improving the load bearing capacities calculated according to the existing European Standards of spatial connections with thin walled steel nailing plates. Therefore, research has been called to improve this state of the art. The paper presents an experimental study on three versions of angle brackets where the results from full scale experiments are compared to different calculation procedures.

Stať ve sborníku z lokální konf. česky

2013, Ninth International PhD&DLA Symposium Abstracts book, p. 144-144), ISBN 978-963-7298-54-7

The timber connections using thin-walled metal elements gradually supplant traditional carpentry joints. Their main advantage is that they do not weaken the connected timber elements. Other advantages include the possibility of in-situ implementing and possibility of direct connection of timber elements to steel and concrete structures. The main disadvantage of designing timber connections using thin-walled metal elements is an insufficient support in European Standards. Because of it, it is not possible to design these elements competitively. The aim of this work is to design and investigate metal works used in timber engineering with connectors placed closer to each other than according to the raster from Eurocode 5. This design is based on Annex D of Eurocode 0, which allows designing based on experiments.

Abstrakt ve sborníku z mezinár. konf. cizojazyčně

2013, Sborník semináře doktorandů katedry ocelových a dřevěných konstrukcí, Praha, ČVUT, Fakulta stavební, Katedra ocelových a dřevěných konstrukcí), p. 15-16), ISBN 978-80-01-05289-1

There is a significant difference between calculated load bearing capacities of three-dimensional nailing plates and the values received by tests. It is the subject of the Author’s research to improve this state by developing the new European Technical Approval Guideline based on calculation method assisted by testing. The method combines both experiments and simple calculations advantages. The method is more effective compared to experiments and more accurate compared to simple calculations.

Stať ve sborníku z lokální konf. česky