Shear Calculation of the Interface in SRHSHPC Beam
- Release time:2024-08-09
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Affiliation of Author(s):
土木工程学院
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Journal:
Applied Mechanics and Materials
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Key Words:
中文关键字：SRHSHPC梁；抗震性能；粘结滑移；破坏模式；剪力计算，英文关键字：Bond-Slip, Failure Mode, Seismic Behaviour, Sheari
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Abstract:
Experiment study and theoretical analysis show that when the interfacial bond property cannot guarantee the cooperative work of structural steel with concrete, SRHSHPC (steel reinforced high-strength and high-performance concrete) beam will generate in splitting failure of bending, resulting in SRHSHPC beam flexural capacity does not work. According to the experiments, and adopting existed theory and domestic as well as foreign codes for composite beam, the failure modes, and shear calculation of SRHSHPC beam are analyzed in this paper.
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Note:
郑山锁
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Co-author:
周宁,陶清林,王帆
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First Author:
zhengshansuo
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Indexed by:
Journal paper
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Volume:
卷：166-169
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Issue:
期：
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Page Number:
页：3302-3305
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Translation or Not:
no
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Date of Publication:
2012-05-01
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