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Ultimate strength of shallowly embedded anchor bolts under cyclic loading (Part.1 Experimental procedure and test results of headed anchors)

机译:循环荷载作用下浅埋锚固螺栓的极限强度(第一部分有头锚固的试验程序和试验结果)

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摘要

During Tohoku earthquake in 2011 and Kumamoto earthquakernin 2016, damages of connection of nonstructural componentsrnwere reported1). In order to investigate ultimate strength ofrnanchor bolts, experimental studies2) etc. and numerical analyses3)rnetc. have been conducted under monotonic loading conditions.rnHowever, ultimate strength under cyclic loading of tension andrnshear, which corresponds with loading conditions underrnearthquakes, is not clarified yet. Since anchor bolts forrnconnections of nonstructural components are shallowlyrnembedded, it may be concerned that embedded part on surfacernconcrete is damaged under earthquakes, which causes poorrnultimate strength. In this study, in order to investigate therninfluence of cyclic loading on ultimate strength of shallowlyrnembedded anchor bolts, cyclic loading tests were conducted.
机译:在2011年的东北地震和2016年的熊本地震期间,报告了非结构性组件连接的损坏1)。为了研究地脚螺栓的极限强度,进行了实验研究2)等并进行了数值分析3)rn等。然而,尚不清楚与地震条件下的载荷条件相对应的拉伸和剪切力循环载荷下的极限强度。由于非结构构件的锚固螺栓连接是浅埋的,因此可能会担心地震作用下损坏混凝土表面的预埋部分,从而导致强度不足。在这项研究中,为了研究循环载荷对浅埋埋地脚螺栓极限强度的影响,进行了循环载荷试验。

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