PLAN OF A SHAKING TABLE TEST ON A PIPING SYSTEM MODEL FOR VERIFYING THE FRACTURE-CONTROL CONCEPT

被引:0
|
作者
Nakamura, Izumi [1 ]
Kasahara, Naoto [2 ]
机构
[1] Natl Res Inst Earth Sci & Disaster Resilience, Tsukuba, Ibaraki, Japan
[2] Univ Tokyo, Bunkyo, Tokyo, Japan
来源
PROCEEDINGS OF ASME 2022 PRESSURE VESSELS AND PIPING CONFERENCE, PVP2022, VOL 2 | 2022年
关键词
BDBA; Seismic load; Piping system; Pipe support; Failure mode; Fracture control; Frequency ratio;
D O I
暂无
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
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 (f(R)) 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.
引用
收藏
页数:6
相关论文
共 50 条
  • [21] SHAKING TABLE TESTS OF A PIPING SYSTEM WITH VISCOELASTIC DAMPERS SUBJECTED TO SEVERE EARTHQUAKE MOTIONS
    Kostarev, Victor
    Tamura, Ichiro
    Kuramasu, Masashi
    Barutzki, Frank
    Vasilev, Petr
    Enomoto, Yuji
    Namita, Yoshio
    Okita, Shunsuke
    Sato, Yuki
    PROCEEDINGS OF THE ASME PRESSURE VESSELS AND PIPING CONFERENCE, 2016, VOL 8, 2017,
  • [22] Shaking table model test study of tunnel through fault
    Fang Lin
    Jiang Shu-ping
    Lin Zhi
    Wang Fang-qi
    ROCK AND SOIL MECHANICS, 2011, 32 (09) : 2709 - +
  • [23] ANALYSIS OF MODEL EMBANKMENT DAM BY SHAKING TABLE TEST.
    Kikusawa, Masahiro
    Hasegawa, Takashi
    Soils and Foundations, 1985, 25 (01) : 1 - 14
  • [24] Comparative test on shaking table model of Luohu Commercial Tower
    Research Institute of Structural Engineering and Disaster Reduction, Tongji University, Shanghai 200092, China
    Tongji Daxue Xuebao, 2008, 1 (12-16):
  • [25] Velocity synthesis method for shaking table control system
    Ji, Jin-Bao
    Li, Zhen-Bao
    Tang, Zhen-Yun
    Ni, Zhi-Wei
    Beijing Gongye Daxue Xuebao/Journal of Beijing University of Technology, 2012, 38 (07): : 1034 - 1035
  • [26] Shaking table model test for framed anchors in landslide prevention
    Wang Ban-qiao
    Li Nan
    Men Yu-ming
    Zhang Miao-zhi
    ROCK AND SOIL MECHANICS, 2018, 39 (03) : 782 - +
  • [27] Shaking Table Test of Isolated Structure Model with Small Scale
    Fu, Weiqing
    Chen, Fei
    Ding, Lin
    ADVANCED BUILDING MATERIALS, PTS 1-4, 2011, 250-253 (1-4): : 2036 - +
  • [28] Shaking table model test design for new Tianjin library
    Deng, Zhen-Dan
    Jiang, Xin-Liang
    Han, Yang
    Han, Ning
    Jiang, X.-L. (jiangxinliang@126.com), 1600, Tsinghua University (29): : 145 - 149
  • [29] Shaking table model test on slope dynamic deformation and failure
    Liu Han-xiang
    Xu Qiang
    Xu Hong-biao
    Zou Wei
    ROCK AND SOIL MECHANICS, 2011, 32 : 334 - 339
  • [30] Similitude Material Confecting of Tunnel Model in Shaking Table Test
    Deng, Xiaoning
    Jiang, Yunhui
    Wang, Zhijia
    Liu, Feicheng
    Zhang, Jianjing
    ADVANCES IN CIVIL AND STRUCTURAL ENGINEERING III, PTS 1-4, 2014, 501-504 : 1774 - +