Study on model test of anchoring joint of stay cable for the main stadium of dragon sports center in zhejiang province 浙江省黄龙体育中心主体育场斜拉索锚固节点模型试验研究
2.
The mechanism of the force transfering in fixed segment of anchor bar and the capability of shear - resist of anchored joint are pivotal problem 锚杆锚固段的传力机理和加锚节理的抗剪性能是岩土锚固工程设计中的关键问题。
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This paper solved the optimum installed angle anchor bar in anchored joint by considering the shear dilatatility of joint and utlizing the mises yield criterion 本文根据基本理论分析,考虑节理的剪胀效应并利用mises屈服准则求解得出了加锚节理面抗剪的最优安装角。