首页> 外文会议>Joint ASME/JSME Pressure Vessels and Piping Conference >ULTIMATE CAPACITY OF POST-INSTALLED ANCHOR BOLT UNDER STATIC SHEAR, TENSION AND THE COMBINED SHEAR AND TENSION LOADS
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ULTIMATE CAPACITY OF POST-INSTALLED ANCHOR BOLT UNDER STATIC SHEAR, TENSION AND THE COMBINED SHEAR AND TENSION LOADS

机译:静态剪切,张力和组合剪切和张紧载荷下安装后锚螺栓的最终容量

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This paper describes the ultimate load capacities of typical post-installed anchor bolts under static tension, shear and combined tension and shear (combination) loads. The static loading test applying tension, shear, and combination loads was carried out on post-installed anchor bolts, such as resin-anchor bolt, and two types of mechanical anchor bo undercut type and sleeve-expansion type. Based on the test results, the equations currently used to calculate the ultimate allowable loading capacity of post-installed anchor bolts were investigated to establish the confidence level. Particular attention was paid to the ultimate load carrying capacities for combinated loads.
机译:本文介绍了静态张力,剪切和组合张力和剪切(组合)负载下典型的安装锚螺栓的最终负载容量。静态加载试验施加张力,剪切和组合载荷在安装后的锚螺栓上进行,例如树脂锚螺栓,以及两种类型的机械锚螺栓;底切类型和套筒 - 膨胀类型。基于测试结果,研究了目前用于计算安装后锚固螺栓的最终允许装载能力的方程,以建立置信水平。特别注意用于组合负载的最终负载承载能力。

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