Results 21 to 30 of about 2,672,033 (311)
Punching shear analysis of slab‐column connections [PDF]
Purpose – The paper aims to present an experimental testing program regarding reinforced concrete slabs, with and without shear reinforcement, submitted to punching under both symmetric and eccentric loading. Comparisons between numerical simulations and experimental behaviour results are carried on.
Moreno, Carlos, Sarmento, Ana Maria
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Shear resistance of longitudinal shear connection with groups of headed studs [PDF]
The frequently applied solution for shear connection in steel and concrete precast composite struc- tures is the discontinuous shear connection with a headed stud in group arrangement. Application of shear connection with headed studs in group arrangement and calculation of shear resistance for studs group in typical precast composite floor beam is ...
Spremić, Milan +3 more
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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
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A Review on Behavior and Fatigue Performance of Orthotropic Steel–UHPC Composite Deck
Although orthotropic steel decks (OSDs) have been widely used in the construction of long-span bridges, there are frequently reported fatigue cracks after years of operation, and the bridge deck overlay also presents severe damage due to OSD crack ...
Zhiwen Zhu, Ruixu Zhu, Ze Xiang
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Bearing Behavior of Cold-Formed Thick-Walled Steel Plates with a Single Bolt
This paper presents the results of an experimental and analytical study on the behavior of cold-formed thick-walled steel plates connected by a single bolt under double shear.
Lingling Wang, Xin Zhu
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The evolution of the shape of composite dowels
Composite dowels have opened new possibilities for engineers designing composite structures. The fundamental and most important characteristic of composite dowels is the shape of the cutting line.
Lorenc Wojciech +2 more
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Strength and Ductility Evaluation of L-Shape Shear Connectors in Composite Floors
Existing composite floor design approaches require technical data on strength and ductility of shear connectors, which can be defined only by shear tests.
G. P. Tonkih, D. A. Chesnokov
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The effectiveness of joint connection mode of PC shear wall structure directly determines the integrity and seismic performance of the structure. In this paper, a new type of grout-anchor connection of PC shear wall with closed stirrup constraint is ...
Yuqi Liu, Quandong Xiao, Xingwen Yin
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To study the performance and failure mechanisms of concrete-filled steel tube (CFST) column sleeve grouting connections, theoretical analysis and finite element simulation were performed for the structure in the connection.
Wenpeng Che +3 more
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The interface mechanical performance between aluminum alloy and timber is the key to ensure that the two work together. In this study, 11 group connection performance tests were carried out to investigate the influence of connection type (shear bolt ...
Tengteng Zheng, Caiqi Zhao, Yikang Zhang
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