为验证裂缝控制概念,对管道系统模型进行振动台试验的方案

Izumi Nakamura, N. Kasahara
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摘要

为了减轻超出设计基础事故(BDBA)的严重影响,前人提出了裂缝控制的概念。断裂控制的思想是在发生致命断裂之前控制引起轻微断裂,从而控制事故后果。以管道系统为例,在BDBA条件下应防止边界破坏,但可以接受较小的破坏,如支座破坏,但不影响管道系统的功能。为实现管系断裂控制理念,对带支架的管系进行了振动台试验。作为试验的第一步,对较为简单的管道系统和支架结构进行了基础试验。本实验采用模拟材料(铅锑合金)制成的管道弯头,支架采用平板模拟。通过试验,在管道本身发生大变形之前,支架成功地发生了断裂。结果表明:当支架断裂发生在管道本身破坏之前,且支架破坏后输入频率与试件固有频率(fR)之比大于1.0时,裂缝控制是可能的;试验结果证明了支架破坏控制裂缝概念的可行性。作为下一步的尝试,现在准备在更现实的管道系统上进行振动台试验,即验证试验。初步分析表明,支座的非弹性性能在预期范围内。
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Plan of a Shaking Table Test on a Piping System Model for Verifying the Fracture-Control Concept
To mitigate the severe effects in the beyond design basis accident (BDBA), the concept of fracture control was proposed in the previous study. The idea of the fracture control is to manage the accident consequence by controlling to cause minor failure prior to the fatal failure. Taking the piping system as an example, boundary failure should be prevented under the BDBA condition, whereas the minor failure, such as support failure which does not affect the function of the piping system, can be acceptable. To realize the fracture control concept on piping system, shaking table tests on piping systems with support are planned. As the first step of the attempt, fundamental experiment on relatively simple piping system and support configuration was conducted. In this experiment, pipe elbows made of simulation material (lead-antimony alloy) were used, and the support was modeled by a plate. Through the experiments, the fracture of support successfully occurred prior to the large deformation of pipe itself. The results showed that the fracture control may be possible when the fracture of support occurred prior to the failure of pipe itself, and the ratio of the input frequency to the specimen’s natural frequency (fR) be over 1.0 after the support failure. The test results demonstrated the possibility of fracture control concept by support failure. As the next step of the attempt, shaking table test on more realistic piping system, which is named as validation test, is now prepared. The preliminary analysis shows that the inelastic behavior of support is expected.
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