The current situation and developing trend of research on the basic theory of masonry structure at home and abroad are summarized. The compressive stress-strain relations, failure criteria, compressive and shear behavior of masonry are studied systematically.
本文综述国内外砌体结构基本理论的研究现状和发展趋势,对砌体受压本构关系、破坏准则、受压及受剪性能进行了较系统的研究。
参考来源 - 砌体结构基本受力性能的研究The response behaviour of rock salt under combined compression and shear impact loading are investigated by utilizing the S-Wave Tracing techniques,and correlative characteristics of dynamic damage are obtained by tracing changes of shear behavior during dynamic damage of rock salt.
采用 SWT 方法,对盐岩在压剪联合冲击加载过程中的力学特性进行研究,通过跟踪材料动态损伤过程中材料剪切性能的变化,从而确定材料与动态损伤相关的特性。
参考来源 - 盐岩冲击特性试验研究To above issues, the shear behavior of 5 RC beams strengthened with U-type HPF layer and 1 RC beam was researched.
针对上述问题,本文设计了5根高性能复合砂浆钢筋网加固梁和1根对比梁进行常温下抗剪剥离性能试验。
参考来源 - HPF加固RC梁抗剪剥离性能及高温性能试验研究·2,447,543篇论文数据，部分数据来源于NoteExpress
Study on undrained shear behavior and hyperbolic stress-strain relationship of saturated clays;
该文研究采用振弦应变计监测混凝土结构早龄期的应力相关应变。
Based on test, numerical modeling method is adopted to simulate the shear behavior of the basic panel.
在试验研究的基础上，采用数值模拟方法研究了蒙皮单元的剪切性能。
The load transfer characteristics of rock-socketed pile are mainly decided by the shear behavior of rock-concrete interface.
嵌岩桩的荷载传递特性主要取决于混凝土—岩石界面的剪切特性。
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