Results 51 to 60 of about 865,245 (369)
, 2003 This paper presents the results of a two-phase experimental program investigating the punching shear behavior of fiber reinforced polymer reinforced concrete (FRP RC) flat slabs with and without carbon fiber reinforced polymer (CFRP) shear reinforcement.
El-Ghandour, A. W. +2 more
core +1 more source
Crack constitutive model for the prediction of punching failure modes of fiber reinforced concrete laminar structures [PDF]
, 2011 The capability of a multi-directional fixed smeared crack constitutive model to simulate the flexural/punching failure modes of fiber reinforced concrete (FRC) laminar structures is discussed. The constitutive model is implemented in a computer program
Azevedo, Álvaro F. M. +2 more
core +1 more source
BuildingsReinforced concrete slabs are widely used in building structures due to their economic, durable, and aesthetic advantages. The determination of their ultimate strength often hinges on punching shear strength.
Cheng Cheng, W. Taffese, Tianyu Hu
semanticscholar +1 more source
3D numerical model in nonlinear analysis of the interaction between subsoil and SFCR slab [PDF]
, 2017 For decades attention has been paid to interaction of foundation structures and subsoil and, in turn, to development of interaction models. Complexity of a static solution is given mainly by selection of a computational model, effects of physical ...
Labudková, Jana, Čajka, Radim
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International Journal of Concrete Structures and Materials, 2019 The effects of flexural reinforcement and shear reinforcement on the punching shear strength of slab–column connections are analyzed in this study. For the study, six slab–column connection specimens were constructed with varying flexural reinforcement ...
Jae-Ick Jang, Su-Min Kang
doaj +1 more source
A review of progressive collapse research and regulations [PDF]
, 2014 History has demonstrated that buildings designed to conventional design codes can lack the robustness necessary to withstand localised damage, partial or even complete collapse. This variable performance has led governmental organisations to seek ways of
Byfield, M.P. +3 more
core +1 more source
BuildingsReinforced concrete slab-column connections are vulnerable to punching shear failure when subjected to combined gravity and lateral loadings during earthquakes.
Aikaterini S. Genikomsou
doaj +1 more source
Civil Engineering Journal, 2022 This research aims to evaluate the effect of using different shear reinforcement details on the punching shear behavior of interior slab column connections.
R. Mabrouk, G. Younis, O. Ramadan
semanticscholar +1 more source
Slab thickness-shear reinforcement interaction on shear strength of interior slab-column connections
Journal of Engineering and Applied ScienceThe effects of slab thickness and punching shear reinforcement ratio on the individual contributions of concrete and reinforcement on punching shear strength of interior slab-column connections are theoretically investigated.
Osman M. Ramadan +2 more
doaj +1 more source
Research on the Punching Shear Performance of Steel Grid–UHPC Composite Bridge Decks
BuildingsThis study conducted punching shear tests on steel grid–ultra-high-performance concrete (UHPC) composite bridge decks and performed finite element analysis (FEA) to evaluate their punching shear performance. Initially, a comparative analysis is conducted
Sumei Liu +3 more
doaj +1 more source