所属单位：土木工程学院

发表刊物：Applied Mechanics and Materials

关键字：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

摘要：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.

备注：郑山锁

合写作者：周宁,陶清林,王帆

第一作者：郑山锁

论文类型：期刊论文

卷号：卷：166-169

期号：期：

页面范围：页：3302-3305

是否译文：否

发表时间：2012-05-01