Results 11 to 20 of about 6,731 (269)
Carbon fiber-reinforced polymer (CFRP) is attractive to serve as reinforcements for concrete structures under harsh environmental conditions. Previous studies show that strip-shaped CFRP stirrups are satisfactory to replace conventional steel stirrups ...
Yao Lu +7 more
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An analytical study to predict the tension force of stirrups in concrete beams that are longitudinally reinforced with Carbon Fibre Reinforced Polymers (CFRP) bars was carried out.
Thamrin Rendy
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Developing machine learning model to estimate the shear capacity for RC beams with stirrups using standard building codes [PDF]
Shear failure in reinforced concrete (RC) beams with a brittle nature is a serious safety concern. Due to the inadequate description of the phenomenology of shear resistance (the shear behavior of RC beams), several of the existing shear design equations
Uddin, M.N. +10 more
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Ashmolean Museum inventory no. AN1886.443&444. Iron, brass. Early 11th century. Two stirrup-irons inlaid with brass wire scrollwork and rectangular panels with vertical strips. The foot-plate is missing from the larger of the two stirrups.
Woruldhord Project Team (14251345)
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– To improve the fragile nature of concrete, its low tensile strength, and a view to giving it the desired properties, which serve to build more durable structures at less cost, the association of a self-consolidating concrete with fiber, is considered a
Sihem Chaib*, Rachid Lassoued
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Nonlinear Numerical Assessment of Exterior Beam-Column Connections with Low-Strength Concrete
The ductility and capacity of reinforced concrete beam-column connections depend mainly on the concrete’s strength and the provided reinforcements. This study investigates numerically the role of low-strength concrete in beam-column joints utilizing ...
Basem S. Abdelwahed +2 more
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Steel fibres provide ductility to concrete structures. This, in turn, gives possibility to replace or reduce conventional reinforcement in structural elements.
Ulvis Skadiņš
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As is well known, corrosion of steel reinforcement deteriorates the steel–concrete interface and causes concrete cracking, degrading significantly the bond strength.
Konstantinos Koulouris +1 more
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Transverse reinforcement contribution in shear – remarks from experimental research
The results of research for transverse reinforcement contribution in shear are presented in the article. Tests were made on the single span, simply supported beams.
Rafał Ostromęcki
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This work is an attempt to study shear behavior of high strength reinforced concrete (modified with different types of polymer) beams. Fourteen simply supported reinforced concrete beams under central load in two groups are tested (with and without
Saman Mustafa Kamal1, Jalal Ahmed Saeed
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