Results 271 to 280 of about 3,595,190 (332)
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Time-dependent flexural capacity analysis of recycled aggregate concrete beams
Engineering Structures, 2020This paper investigates the time-dependent flexural capacity of recycled aggregate concrete (RAC) beams. The long-term properties of the RAC are first analyzed.
Kaijian Zhang +2 more
exaly +2 more sources
Journal of Structural Engineering, 2020
This paper aims to establish a precise and concise formula for quantifying the out-of-plane flexural capacity and initial stiffness of unstiffened eccentric steel rectangular hollow section...
Bida Zhao, Ke Ke, Chengqing Liu
exaly +2 more sources
This paper aims to establish a precise and concise formula for quantifying the out-of-plane flexural capacity and initial stiffness of unstiffened eccentric steel rectangular hollow section...
Bida Zhao, Ke Ke, Chengqing Liu
exaly +2 more sources
Composites Part B: Engineering, 2018
This study assesses the flexural capacity of cement mortar beams that are randomly reinforced with discrete NiTi and NiTiNb shape-memory alloy (SMA) fibers.
Jong-Han Lee, Eunsoo Choi
exaly +2 more sources
This study assesses the flexural capacity of cement mortar beams that are randomly reinforced with discrete NiTi and NiTiNb shape-memory alloy (SMA) fibers.
Jong-Han Lee, Eunsoo Choi
exaly +2 more sources
, 2021 This paper proposes a novel straight-side U-shaped steel-encased concrete composite beam (SUSCCB). The SUSCCB is constituted by encasing the top sections of the U-shaped steel plates directly into the concrete flange, with the composite action generated ...
Qi-wu Yan +3 more
semanticscholar +3 more sources
Advances in Structural Engineering, 2023
In this study, the flexural performance of the steel fiber reinforced concrete beams with recycled fine and coarse aggregates was investigated through the experiments.
Danying Gao +3 more
semanticscholar +1 more source
In this study, the flexural performance of the steel fiber reinforced concrete beams with recycled fine and coarse aggregates was investigated through the experiments.
Danying Gao +3 more
semanticscholar +1 more source
Advances in Structural Engineering, 2022
Due to the excellent cracking prevention behavior of ultra-high toughness cementitious composite (UHTCC), the stud number and reinforcement ratio of composite bridge decks could be reduced, and hence the fatigue properties could be improved.
Qing-Hua Li +3 more
semanticscholar +1 more source
Due to the excellent cracking prevention behavior of ultra-high toughness cementitious composite (UHTCC), the stud number and reinforcement ratio of composite bridge decks could be reduced, and hence the fatigue properties could be improved.
Qing-Hua Li +3 more
semanticscholar +1 more source
Engineering structures, 2021
This study deals with the behavior of reinforced concrete beams exposed to elevated temperatures having different pre-existing damage levels. Three-point flexural tests were carried on 15 beam specimens, having three levels of pre-existing damages and ...
M. Esfahani +5 more
semanticscholar +1 more source
This study deals with the behavior of reinforced concrete beams exposed to elevated temperatures having different pre-existing damage levels. Three-point flexural tests were carried on 15 beam specimens, having three levels of pre-existing damages and ...
M. Esfahani +5 more
semanticscholar +1 more source
Effect of Flexural Ductility on Shear Capacity
Structures Congress 2008, 2008The seismic performance of RC bridge piers is a significant issue because the interaction of flexural ductility and shear capacity of such piers with varied amounts of lateral reinforcement is not well established. Several relationships between flexural ductility and shear capacity have been proposed by various researchers in the past.
Rachel Howser, A. Laskar, Y. L. Mo
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Flexural Rotational Capacity of Spandrel Beams
Journal of the Structural Division, 1979This paper presents an investigation designed to study the effect of the presence of torsion of the flexural rotational capacity of spandrel beams. Test results from fourteen identical L-shaped beams and fourteen identical rectangular beams, of normal weight concrete, in which the ratio of moment to torque was varied, between pure moment and pure ...
Alfred G. Bishara +3 more
openaire +1 more source