Results 1 to 10 of about 65 (56)
Numerical Study on Minimum Shear Connection Ratio of Tie-Bars in Steel Plate–Concrete Composite Beams Subjected to Out-of-Plane Cyclic Loading [PDF]
The failure modes of tie-bars under monotonic loading and cyclic loading are ductility and brittleness, respectively. They can significantly affect the design for tie-bars in a steel plate–concrete (SC) composite structure. A 3D finite element model of a
Bing Lu, Cuihua Li, Cong Liu, Lanhui Guo
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Shear Strength of Fiber Reinforced Concrete (FRC) Beams without Stirrups [PDF]
This paper presents the results of twelve shear tests carried out on simply supported rectangular beams, with a shear span to depth ratio (a/d) of 2.4, under a single concentrated load.
Mohie Shoukry +3 more
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Influence of concrete strength in the minimum shear reinforcement ratio of beams
Lightly reinforced concrete beams fail in a brittle manner, due to steel fracture soon after cracking of concrete. In order to avoid such a brittle failure and provide certain ductility at failure, codes of practice give formulae for minimum ...
Sergio González García +2 more
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Shear Behavior of Steel-Fiber-Reinforced Recycled Aggregate Concrete Deep Beams
Results of an experimental investigation aimed at studying the effect of steel fibers on the shear behavior of concrete deep beams made with a 100% recycled concrete aggregate (RCA) are presented in this paper.
Nancy Kachouh +3 more
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This research aimed to estimate the shear capacity of reinforced concrete short beams with steel fiber (RSF short beams) using DIC (digital image correlation).
Narawit Hemstapat +3 more
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A simplified analytical solution for steel plate strengthened circular tunnel concrete linings is presented, considering various interface slip modes.
Wuzhou Zhai +4 more
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Shear capacity of reinforced concrete beams with recycled steel fibers
This study investigates the effect of using recycled steel fibers (RSFs) extracted from cut tires with dimensions of 0.8 and 40 mm in diameter and length, respectively. Different percentages of fibers were used, which are 0.5, 1, 1.5, and 2%.
Muneam Ali K., Makki Ragheed F.
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Design Optimization of Reinforced Concrete Waffle Slab Using Genetic Algorithm [PDF]
This research presents the optimization techniques for reinforced concrete waffle slab design because the EC2 code cannot provide an efficient and optimum design.
Simeon Olawale +3 more
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This study investigates the possibility of replacing the minimum web reinforcement in deep beams with discrete fibers. Additionally, the equivalent dosage of fibers required to obtain similar performance of the deep beam with minimum web reinforcement is
Murali Sagar Varma Sagi +3 more
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Steel frame with steel plate shear walls (SPSWs) is used to resist lateral loads caused by wind and earthquakes in high-rise buildings. In this load-resisting system, the cost and performance are more efficient than in the moment frame system.
Yudong Qiu +5 more
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