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Relevant bibliographies by topics / Deformation slabs

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Academic literature on the topic 'Deformation slabs'

Author: Grafiati

Published: 28 May 2022

Last updated: 31 July 2025

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Journal articles on the topic "Deformation slabs"

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Nemirovskii, Yuri, and Sergey Tikhonov. "Deformation of multilayered physically nonlinear concrete slabs by quasi-static loads." E3S Web of Conferences 365 (2023): 02011. http://dx.doi.org/10.1051/e3sconf/202336502011.

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Three-layer concrete slabs are considered where each layer is formed of its concrete grade. These slabs are widely used in the construction industry, particularly in the construction of agricultural buildings and structures; thus, calculating these slabs under the external loads and forces caused by their weight is an important and relevant task. It is assumed that the concretes are non-linearly formed, and the ratios between stresses and strains are taken as the third-order polynomials with different coefficients for the different grades of concrete. The slabs are supposed to be sufficiently

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Sun, Xiu Shan, Ying Hua Liu, Zhang Zhi Cen, and Dong Ping Fang. "Numerical Simulation of Deformation and Strength of Reinforced Concrete Slabs under Thermal-Mechanical Loads." Key Engineering Materials 353-358 (September 2007): 2676–80. http://dx.doi.org/10.4028/www.scientific.net/kem.353-358.2676.

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In this paper, full-scale reinforced concrete slabs are analyzed under thermal-mechanical loads in fire conditions. The rectangular one-way slabs including a simply supported slab and a three-span continuous slab are concerned in the analysis. Finite element simulation is carried out by using the ABAQUS program to evaluate the non-uniform temperature distributions in thickness of the slabs and to analyze the deformation and stress redistribution of the slabs at elevated temperatures. Sequentially coupled thermal and structural analyses are performed to simulate the responses of the slabs in fi

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Cajka, Radim, Zuzana Marcalikova, Marie Kozielova, Pavlina Mateckova, and Oldrich Sucharda. "Experiments on Fiber Concrete Foundation Slabs in Interaction with the Subsoil." Sustainability 12, no. 9 (2020): 3939. http://dx.doi.org/10.3390/su12093939.

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This article focuses on researching the interactions of fiber concrete slabs with subsoil. The experimental series includes four slabs made of fiber concrete with different dosages of fibers, from 0 to 75 kg/m3. The slabs were exposed to a loading test on a specialized loading frame. The laboratory tests for detailed descriptions of the fiber concrete’s mechanical properties were also an integral part of the experiments, including tests of the compressive strength, the modulus of elasticity, and split and bending tensile strength. Each slab’s deformation in a particular load step was evaluated

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Lyu, Junli, Qichao Chen, Huizhong Xue, Yongyuan Cai, Jingjing Lyu, and Shengnan Zhou. "Fire Resistance of Composite Beams with Restrained Superposed Slabs." Advances in Materials Science and Engineering 2020 (July 10, 2020): 1–13. http://dx.doi.org/10.1155/2020/7109382.

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To investigate the fire resistance of composite beams with restrained superposed slabs, three specimens were tested under uniformly distributed loads in a furnace. The effects of the thickness of the postcast top layer in superposed slabs and the spacing of shear studs on the structural behaviours of composite beams under fire were further examined. During the tests, the temperature distributions of the superposed slabs and steel beams as well as the displacements at their key positions were recorded and analysed. It was found that the temperature of the concrete superposed slabs decreased lon

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Nie, Leixin, Lizhong Jiang, Wangbao Zhou, and Yulin Feng. "Mapping Relation between Rail and Bridge Deformation Considering Nonlinear Contact of Interlayer." Materials 14, no. 21 (2021): 6653. http://dx.doi.org/10.3390/ma14216653.

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This paper examines the effect of structural deformation on the unit slab-type ballastless track structure of high-speed railway. The principle of stationary potential energy was used to map the relation between girder vertical deformation and rail deformation considering the effect of subgrade boundary conditions and the nonlinear contact of interlayer. The theoretical model was verified by comparing with the finite element analysis and experimental results. The theoretical model was used to analyze the effects of several key parameters on the rail deformation, such as vertical deformation am

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Hladnik, Jurij, and Boris Jerman. "Contribution of Various Loads to the Convex Shape of Rock Wool Insulation Slabs during Production." Materials 16, no. 19 (2023): 6596. http://dx.doi.org/10.3390/ma16196596.

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Rock wool insulation slabs are produced in special curing ovens, where molten rock wool fibres coated with binder are compressed between two slat conveyors and blown with hot air for vitrification. Often, the cross-section of the final slabs is slightly convex, which is undesirable. The degree of convexity depends on the deformation of the steel crossbars of the slat conveyors, which are subjected to combined pressure and nonlinear temperature loadings. Due to this complex loading state, it is difficult to determine the contribution of individual load to the total deformation. The main aim of

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Bian, Hong Xia, Liang Zhu, and Guo Qing Hou. "Evaluation of Deformation Characters in Edgesof Hot Rolled Slab by Lode Parameter." Advanced Materials Research 668 (March 2013): 437–41. http://dx.doi.org/10.4028/www.scientific.net/amr.668.437.

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The hot rolling processes of slabs have been simulated by 3-D explicit dynamics Thermal-mechanical Finite Element Model (FEM) to solve the problems of edge defects. It can analyze the deformation characteristics of rolling slabs, calculate Lode parameter values in rolling deformation zone and analyze the stress-strain state in the entrance and exit of the slabs edge. Because there are the relationship between plastic deformation types and Lode parameter, and the quantitative relation metal flow and various Lode parameter. Results showed that there are complicated metal flow and various Lode pa

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Liang, Siming, Ya Wei, Zehong Wu, and Will Hansen. "Performance Evaluation of Concrete Pavement Slab Considering Creep Effect by Finite Element Analysis." Transportation Research Record: Journal of the Transportation Research Board 2672, no. 27 (2018): 65–77. http://dx.doi.org/10.1177/0361198118772951.

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Creep, as an intrinsic property of concrete material, will inevitably affect the performance of concrete pavement slabs in the field. However, the creep effect on the performances of concrete pavement slabs is far from being fully investigated. In this study, a test set-up is designed to measure the flexural creep of concrete beams exposed to both sealed and drying conditions. The measured flexural creep results are then modeled by the microprestress–solidification theory-based creep model which is incorporated into finite element analysis to evaluate numerically the creep effect on the moistu

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Torskaya, E. V., A. V. Morozov, and F. I. Stepanov. "Multiple sliding contact of viscoelastic solids: Modelling and experiments." Journal of Physics: Conference Series 2817, no. 1 (2024): 012003. http://dx.doi.org/10.1088/1742-6596/2817/1/012003.

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Abstract The paper presents the results of friction tests of paving slabs in contact with rubber. The roughness of the slabs surface is formed by shot blasting. Some of the samples were slightly polished to simulate wear. The results of roughness measurement were adopted for modeling and used to calculate the effect of surface treatment on the deformation component in sliding friction. The results of modeling and experiments at room temperature have shown that a change in surface roughness affects the deformation mechanism of sliding friction. Static friction of slabs in contact with rubber wa

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SELYAEV, Vladimir P., Nikolay N. KISELEV, and Oleg V. LIYASKIN. "DIAGRAMS OF VACUUM INSULATING PANEL DEFORMATION DURING COMPRESSION." Urban construction and architecture 9, no. 3 (2019): 17–21. http://dx.doi.org/10.17673/vestnik.2019.03.3.

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The possibility of using vacuum insulation panels (VIP) with a granular filler for the manufacture of threelayer enclosing wall panels, floor slabs and coatings is considered. The results of experimental studies of vacuum insulation panels, carried out with the aim of analytically describing the deformation diagrams of VIP panels under the action of a compressive load, are presented. It has been established: deformative properties of vacuum insulation panels with granular filler do not depend on the size of the filler particles, but depend on the volume content of the filler; a deformation dia

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Dissertations / Theses on the topic "Deformation slabs"

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Chiao, Ling-Yun. "Membrane deformation rate and geometry of subducting slabs /." Thesis, Connect to this title online; UW restricted, 1991. http://hdl.handle.net/1773/6814.

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Wong, Harry Kam Woon. "The effect of bridge approach slabs on pavement deformation." Thesis, The University of Sydney, 1991. https://hdl.handle.net/2123/26379.

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Because there is a difference in stiffness between a bridge deck and the materials used in the approach embankment, trafﬁc loading will cause the pavement to deform relative to the bridge deck and form a ‘bump’ at the end of the bridge. This causes drivers’ discomfort and accelerated damage to the pavement. The use of concrete approach slabs constructed so as to slope down from the bridge deck beneath the pavement has been proposed as a means of alleviating this problem. In this thesis, experimental and theoretical work have been carried out to investigate the behaviour of approach slabs un

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Штефан, Т. О. "Просторова деформація плити синусоїдальним штампом". Thesis, Сумський державний університет, 2014. http://essuir.sumdu.edu.ua/handle/123456789/39335.

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Розглянуто пружну деформацію плити у вигляді паралелепіпеда під дією гладкого штампа, який контактує з плитою по всій поверхні верхньої основи плити. Нижня основа вільна від навантажень, а вертикальні переміщення точок бокової грані дорівнюють нулю. Ця задача є тривимірним узагальненням задачі. Межові умови, яких не вистачає при постановці задачі, беремо із припущення, що нормальні переміщення можуть бути представлені у вигляді подвійних рядів Фур’є за синусами.

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Northard, Sarah Jane. "Deformation of the Tonga subducting slab." Thesis, University of Cambridge, 1995. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.264511.

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Martinez, Eloy E. (Eloy Eugene) 1969. "Curling deformations in cement paste slabs and effects of shrinkage reducing admixtures." Thesis, Massachusetts Institute of Technology, 1998. http://hdl.handle.net/1721.1/39084.

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Peña-Ramos, Carlos Enrique 1962. "CONCRETE PONDING EFFECTS IN COMPOSITE FLOOR SYSTEMS." Thesis, The University of Arizona, 1987. http://hdl.handle.net/10150/276421.

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Ghyate, Forsberg Karima, and Rogin Ramak. "Discrete Element Modelling of the Unbound Layer for Slab Tracks on High Embankment." Thesis, KTH, Jord- och bergmekanik, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-193139.

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According to Swedish guidelines for high speed railways on embankment, the total settlement is limited to 20 mm over a track length of 10 m during the construction service life. The main objective of this thesis was to investigate the deformation in the subgrade (unbound layer) in a slab track, since there are very few studies related to high speed railways on high earth structure, discussing particularly the unbound layer. This thesis examined the unbound layer consisting of granular material by using the discrete element method (DEM) software PFC. There was a focus on the material compaction

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Malý, David. "Studie vlivu úprav konstrukce panelové budovy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240211.

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This thesis deals with influence on structure changes of panel building. It is about type B70/R, to which was collected necessary design documentation. Static analysis is performed by ANSYS software. 29 models was created to focus on stress and displacements. Verification of selected wall according to Eurocode is also included.

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Krtička, Jakub. "Statické řešení bazénu v novostavbě horského hotelu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226921.

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The static solution at the new building mountain hotel The thesis deals with design and static calculation of pool tank, which is supported by columns and walls. Pool tank is designed as swimming pool with plan dimension 25 x 10 meters and with changing depth from 1,2 to 1,8 meters. The support of pool tank is in distance 5,02 x 5,05 meters. The adjacent ceiling is placed on the walls of tank and separates pool and technical areas. The calculations of inner forces were realized by computational programm for two models a) without decline of supports, and model b) with decline of supports. The d

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Lam, Dennis, and E. El-Lobody. "Behaviour of Headed Stud Shear Connectors in Composite Beam." 2005. http://hdl.handle.net/10454/5779.

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In composite beam design, headed stud shear connectors are commonly used to transfer longitudinal shear forces across the steel¿concrete interface. Present knowledge of the load¿slip behavior and the shear capacity of the shear stud in composite beam are limited to data obtained from the experimental push-off tests. For this purpose, an effective numerical model using the finite element method to simulate the push-off test was proposed. The model has been validated against test results and compared with data given in the current Code of Practices, i.e., BS5950, EC4, and AISC. Parametric studie

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Books on the topic "Deformation slabs"

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H, Strong Robert, and Geological Survey (U.S.), eds. Vitrinite reflectance and illite crystallinity, Cambria slab and Franciscan complex, central California coast. U.S. Dept. of the Interior, Geological Survey, 1986.

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Book chapters on the topic "Deformation slabs"

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Liu, Yuchen. "Study on the Influence of the Arrangement of Thermal Insulation Floor on the Thermal Insulation and Mechanical Properties of Hollow Slab." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-1748-8_10.

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AbstractIn order to study the influence of the arrangement of thermal insulation floor on the thermal insulation and mechanical properties of hollow slab, ABAQUS is used to establish the model of thermal analysis and mechanical behavior of hollow slab. By investigating distribution of temperature, distribution of heat flux, damage and deformation of floor, deformation of mid-span deflection and other characteristics of the floor section, it is concluded that although the transmission of heat can be effectively obstructed by the thermal insulation slab, the heat will be transferred to the inter

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Campos-Mendiola, R., C. Gumeta-Chávez, J. J. Chanona-Pérez, L. Alamilla-Beltrán, A. Jiménez-Aparicio, and G. F. Gutiérrez-López. "Evaluation of Deformation and Shrinking of Potato Slabs During Convective Drying." In Water Properties in Food, Health, Pharmaceutical and Biological Systems: ISOPOW 10. Wiley-Blackwell, 2010. http://dx.doi.org/10.1002/9780470958193.ch57.

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Sun, Xiu Shan, Ying Hua Liu, Zhang Zhi Cen, and Dong Ping Fang. "Numerical Simulation of Deformation and Strength of Reinforced Concrete Slabs under Thermal-Mechanical Loads." In Key Engineering Materials. Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-456-1.2676.

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Zhu, Haitang, Yakun Zhang, Danying Gao, and Zhilong Xiao. "Deformation Behavior of Concrete Two-Way Slabs Reinforced with BFRP Bars Subjected to Eccentric Loading." In Advances in FRP Composites in Civil Engineering. Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-17487-2_63.

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Dobron, Patrik, Daria Drozdenko, Jan Bohlen, Dietmar Letzig, and Frantisek Chmelik. "Deformation Behavior of Rolled Magnesium Slabs and Twin Roll Cast Strips Studied by the Acoustic Emission Technique." In Magnesium Technology 2015. John Wiley & Sons, Inc., 2015. http://dx.doi.org/10.1002/9781119093428.ch51.

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Dobroň, Patrik, Daria Drozdenko, Jan Bohlen, Dietmar Letzig, and František Chmelík. "Deformation Behavior of Rolled Magnesium Slabs and Twin Roll Cast Strips Studied by the Acoustic Emission Technique." In Magnesium Technology 2015. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-48185-2_51.

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Chen, Hao, Fengchi Wang, Gang Xu, and Lilong Guo. "Laboratory Model Test of Eco-Concrete Slab Slope Protection." In Lecture Notes in Civil Engineering. Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-1260-3_33.

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AbstractIn order to study the protective effects of eco-concrete slope and the influencing factors of eco-concrete slope deformation. The displacement characteristics and ultimate bearing capacity of the slope model under different geometric parameters are obtained through the laboratory model test of eco-concrete slope protection, and the influence laws of slope deformation under different protection slope conditions are summarized, as well as the influence laws of soil compaction, soil moisture content and slope ratio on the horizontal displacement restraint capacity and stability of the slo

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COULON, Antoine, Emmanuel DE BILBAO, Rudy MICHEL, et al. "Effect of Slag Impregnation on Macroscopic Deformation of Bauxite-Based Material." In Advances in Molten Slags, Fluxes, and Salts. John Wiley & Sons, Inc., 2016. http://dx.doi.org/10.1002/9781119333197.ch116.

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Wang, Libo, Weijun Cen, Dongliang Wang, and Jie Tang. "Seismic Safety of a High Geomembrane Faced Soft Rockfill Dam on Overburden Subjected to Strong Earthquake." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-7251-3_8.

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Abstract3D dynamic finite element calculation is carried out for a 161 m high geomembrane faced soft rockfill dam on overburden in a strong earthquake area. The dynamic response of the dam is obtained. The horizontal dynamic displacement is relatively more significant. The maximum vertical permanent deformation and deflection of geomembrane occur at the dam crest near the maximum dam cross section. The tensile strain of geomembrane increases significantly at the dig-fill junction and the reverse arc section. The maximum tensile strain of geomembrane is 1.52%, and the safety factor of geomembra

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Coulon, Antoine, Emmanuel De Bilbao, Rudy Michel, et al. "Effect of Slag Impregnation on Macroscopic Deformation of Bauxite-Based Material." In Advances in Molten Slags, Fluxes, and Salts: Proceedings of the 10th International Conference on Molten Slags, Fluxes and Salts 2016. Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-48769-4_116.

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Conference papers on the topic "Deformation slabs"

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Strahm, Benedikt, and Lucio Blandini. "Investigations on a Demountable Connection for Reusable Concrete Slab Segments." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.2622.

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<p>Reuse of components can significantly reduce the environmental impact of concrete construction. A key factor in facilitating reuse is reversible connections, which allow recovery and reassembly in new structures.</p><p>This work proposes a demountable connection for segmented reusable concrete slabs and presents recent investigations on the bending load-bearing behavior of the connection. Furthermore, the assembly, disassembly and reassembly process was performed to examine the load-bearing behavior when segments would be used, recovered and reused.</p><p>It wa

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Kiyama, Taisei, Takashi Yamaguchi, Masaki Okamoto, Hiroto Okuhara, Makoto Ishikawa, and Kenji Yoshida. "Analytical study on increasing slip strength of high-strength threaded stud-welded frictional joint with inorganic zinc-rich painted surface for a thin steel plate." In IABSE Congress, San José 2024: Beyond Structural Engineering in a Changing World. International Association for Bridge and Structural Engineering (IABSE), 2024. https://doi.org/10.2749/sanjose.2024.0411.

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<p>The authors are studying a steel concrete composite slab joint structure improving workability by applying high strength stud bolts. The bottom steel plate is 6mm steel plate, which limits the axial force that can be introduced by the stud bolts to about half that of high-strength bolts. Consequently, compared to the high-strength bolt friction joint, the number of bolts increase, potentially affecting bolt placement and construction. We focused on the tendency of friction coefficient to increase with decreasing contact pressure when the joint surface treatment is inorganic zinc. In t

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Rambach, J. M., and F. Tarallo. "Simple Analytical Models for Beams and Slabs Under Soft Impacts at Medium Speed." In 16th International Conference on Nuclear Engineering. ASMEDC, 2008. http://dx.doi.org/10.1115/icone16-48583.

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A simply supported reinforced concrete slender beam is modeled by 3 rigid consecutive elementary beams, the median beam being connected to the others by 2 viscous and elastoplastic spiral springs. The model can be assimilated as a non linear SDOF system convenient for the motion study of beams within flexural deformation domain, with displacements up to the height of the beam. The characteristics of the visco-elastoplastic springs are tuned so as be consistent with the beam motion before and after impact: the rigidity of the elastic domain of the springs is consistent with natural vibration fr

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Wang, Mingqian, Xi Chen, Yubing Leng, Fuwen Zhang, Lingzhu Chen, and Qingfeng Xu. "Experimental study on fire resistance of CLT-concrete composite slabs under one-side fire exposure." In International Conference on Fire Safety Engineering Research and Practice. Science Technology and Management Crescent Australia, 2024. https://doi.org/10.71427/icfserp2024/26.

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This paper presents the results of an experimental study on fire resistance of CLT-concrete composite slabs under one-side fire exposure. Two groups of full-scale CLT-concrete composite slabs were prepared and tested at normal temperature and in fire, respectively. Test variables included thickness of the concrete layer and load ratio. Test results indicated that the main failure modes of the CLTconcrete composite slab at normal temperature were tensile fracture failure, splitting perpendicular to wood grain direction and rolling shear failure of the CLT panel. There were obvious charring laye

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Guomin, Deng, Shi Shudong, Ma Xiaogang, Zhang Dawei, Guo Songsong, and Liu Chao. "Research on creep and shrinkage effects of steel-concrete-Ultra-High Performance Concrete (UHPC) composite structure under different construction methods." In IABSE Congress, New Delhi 2023: Engineering for Sustainable Development. International Association for Bridge and Structural Engineering (IABSE), 2023. http://dx.doi.org/10.2749/newdelhi.2023.0770.

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<p>The shrinkage and creep effects of concrete is an indispensable calculation content in the design of concrete bridges and composite bridges. Based on past experience, the deformation of concrete slabs is constrained by steel plate. As a special concrete material, the shrinkage and creep mechanism of UHPC is similar to that of ordinary concrete. However, the shrinkage and creep rate of UHPC is different. This paper mainly calculates and analyses the shrinkage and creep effects of steel-concrete-UHPC composite slabs under two different construction conditions (cantilever construction an

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Song, Mengyan, Di Jiang, Changkai Li, Chaoqi Zhang, and Xudong Zhi. "Study on the Response of Prestressed Reinforced Concrete Slabs With High Reinforcement Ratio Under Low Speed Impact." In 2022 29th International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2022. http://dx.doi.org/10.1115/icone29-92808.

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Abstract Since the 9.11 incident, the impact of large commercial airliners on nuclear power plants and other important national facilities has attracted worldwide attention. The safety of flying objects hitting nuclear containment has become one of the important research topics in the field of nuclear power generation. In this paper, the impact resistance of non-prestressed and prestressed concrete slabs is studied through detailed experiments and numerical studies. By non-bonding rear sheeting, prestress of about 10MPa is applied to concrete slabs measuring 1400mm × 600mm, which are then hit

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S, Ashok, Thushara Raju, Bushra M. A, and Ramaswamy K. P. "Numerical Analysis of Alkali Activated Geopolymer Concrete Slab under Impact Load." In 6th International Conference on Modeling and Simulation in Civil Engineering. AIJR Publisher, 2023. http://dx.doi.org/10.21467/proceedings.156.15.

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Researchers focuses on their study on sustainable and environmentally friendly building materials like Geopolymer concrete (GPC). There were several studies done in the literature to find the performance of GPC structural members under different loading conditions and checked their performance against Ordinary Portland cement (OPC) concrete. Slabs are the most important structural members and it is very significant to find the behaviour under impact loads and it is not always adequately understood. The purpose of this study is to examine how an alkali-activated slag slab behaves under impact l

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Butz, Christiane, Oliver Hechler, Heiko Trumpf, and Markus Feldmann. "Load-Deformation – and Vibration-Behaviour of New Types of Composite Slim-Floor Slabs." In Fifth International Conference on Composite Construction in Steel and Concrete. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40826(186)18.

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Galyautdinov, Z. R. "Deformation of reinforced concrete slabs on yielding supports under short-time dynamic loading." In THE 6TH INTERNATIONAL CONFERENCE ON THEORETICAL AND APPLIED PHYSICS (THE 6th ICTAP). Author(s), 2017. http://dx.doi.org/10.1063/1.4973043.

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Kuzmych, S., V. Guryn, and M. Radchuk. "Evaluation of the Base Ground Deformation of Riverside Slopes Fortification by Reinforced Concrete Slabs." In International Conference of Young Professionals «GeoTerrace-2023». European Association of Geoscientists & Engineers, 2023. http://dx.doi.org/10.3997/2214-4609.2023510055.

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Reports on the topic "Deformation slabs"

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Chiao, L. Y., and K. C. Creager. Geometry and membrane deformation rate of the subducting Cascadia slab. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2002. http://dx.doi.org/10.4095/222496.

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ten Brink, U. S. Slab deformation at the edge of subduction zones: an example from Cascadia. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2002. http://dx.doi.org/10.4095/222539.

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BOND-SLIP TESTING AND PERFORMANCE EVALUATION OF SEMI-RIGID FLANGE FOLDED WEB SHEAR KEYS. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/ijasc.2022.18.4.3.

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The shear key is crucial to the overall mechanical performance of the structure. A new type of semi-rigid connector-flange folded web shear key was proposed to determine the effective unity of higher bearing capacity and deformation. A total of five groups of specimens were designed, and the push-out test method was used to evaluate the ultimate bearing capacity, bond-slip process, failure mode, and strain distribution of the new shear key. The results show that before sliding, the embedded effect of the concrete and shear key is significant, and it has a significant sliding stiffness. After s

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