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FAILURE BEHAVIOR OF PIPING SYSTEMS WITH WALL THINNING UNDER SEISMIC LOADING

机译:地震作用下壁变薄的管道系统的失效行为

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In order to investigate the influence of degradation on dynamic behavior and failure modes of piping systems, shaking table tests of 3-D piping models with degradation were conducted. The degradation condition induced in the piping models was about 50% full circumferential wall thinning at an elbow or elbows. By varying the induced parts in the piping model, 4 kinds of models were made for the shaking table tests. These models were excited under the same input acceleration until the models failed and caused leak of pressurized internal water. Through these tests, the change of the vibration characteristic and the process to failure of degraded piping models were obtained. The deformation of the piping models tended to concentrate on the degraded elbows, and therefore the damage concentrated to a weakest elbow in the piping models. The failure mode of the piping models was a low-cycle fatigue failure at the weakest elbow.
机译:为了研究退化对管道系统的动态行为和失效模式的影响,进行了具有退化的3-D管道模型的振动台测试。在管道模型中引起的降解条件是在一个或多个弯头处约50%的全周壁变薄。通过改变管道模型中的感应零件,制作了四种用于振动台测试的模型。这些模型在相同的输入加速度下被激发,直到模型失效并导致加压的内部水泄漏。通过这些测试,获得了振动特性的变化以及退化的管道模型失效的过程。管道模型的变形趋向于集中在退化的肘部上,因此损伤集中到管道模型中最弱的肘部。管道模型的失效模式是在最弱的弯头处的低周疲劳失效。

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