2022
DOI: 10.1016/j.istruc.2022.07.059
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Shear strength of reinforced concrete flexural members without web reinforcement in compliance with mechanical analysis

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Cited by 1 publication
(2 citation statements)
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“…Considering the tensile action in the tensile zone of high-strength concrete beams, the load-bearing capacity calculation of the normal section of highstrength concrete beams differs from that of ordinary reinforced concrete components [13][14][15]. To analyze the entire stress process of the normal section of high-strength concrete beams, the following two assumptions need to be established:…”
Section: Basic Assumptionsmentioning
confidence: 99%
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“…Considering the tensile action in the tensile zone of high-strength concrete beams, the load-bearing capacity calculation of the normal section of highstrength concrete beams differs from that of ordinary reinforced concrete components [13][14][15]. To analyze the entire stress process of the normal section of high-strength concrete beams, the following two assumptions need to be established:…”
Section: Basic Assumptionsmentioning
confidence: 99%
“…Due to the unavailability of experimental data for ε t , an empirical formula is employed to compute the section resistance moment coefficient. Referring to Literature [14], for high-strength concrete beams with a rectangular section and about 100 MPa compressive strength, the formula for calculating the resistance moment influence coefficient relative to the reinforcement ratio is proposed:…”
Section: Calculation Of Cracking Momentmentioning
confidence: 99%