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吴永; 裴向军; 何思明; 李新坡
Corresponding Author吴永
Source Publication工程力学
表达。最后,算例分析表明:1) 下滑力T 与上覆荷载P的绝对值及相对值决定了咬合凸体的稳定状态和破坏模式。
当T/P 较大且大于临界值ξ 后咬合凸体滑跃解锁,反之当T/P 较小但T 却够大时凸体剪断解锁,否则保持稳定;
2) 滑跃解锁是凸体几何形状和荷载环境满足条件下咬合面滑动摩擦的结果,而剪断解锁则是外力功沿潜在破坏面
耗散的过程;3) 滑面凸体咬合强度是不同荷载环境下凸体以不同模式失稳的临界力学条件的综合反映。
Other AbstractThe interlocked action of stone asperity on transfixion sliding surface plays an important role in rock slope stability, but its mechanism and strength is not studied clearly. Here, based on rock mechanics and reasonable assumption, the stone unlocking models are analyzed first. Then taken classical friction law and upper bound theorem as measures, both the mechanisms and the condiations of two unlock models of Leap-slide and
Shear-break are studied from the view of friction and energy respectively. Moreover, the shear strengths of interlocked stone under different loads are also given. At last, an example is given and the result shows that: 1) the stones’ stability and unlock model are determined by the relative value of sliding force T with normal load P and their absolute value. When T/P is bigger than the critical value ξ, the stones will unlock by Leap-slide. On the contrary, when T/P is small but T is big enough, the stone will be sheared break. Otherwise, the stone will keep interlocking; 2) Leap-slide is the result of sliding friction of occlusal surface, and Shear-break is the process of energy dissipation of external work on potential failure surface; 3) the interlock strength is the reflection of critical mechanism coditions when stone asperities unlock under different external loads.
Keyword贯通滑面 咬合凸体 解锁机理 强度分析
Indexed ByEI
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Document Type期刊论文
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GB/T 7714
吴永,裴向军,何思明,等. 贯通滑面咬合凸体的解锁机理及强度分析[J]. 工程力学,2013,30(8):251-257.
APA 吴永,裴向军,何思明,&李新坡.(2013).贯通滑面咬合凸体的解锁机理及强度分析.工程力学,30(8),251-257.
MLA 吴永,et al."贯通滑面咬合凸体的解锁机理及强度分析".工程力学 30.8(2013):251-257.
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