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Experimental and numerical study of basalt fiber reinforced polymer strip strengthened autoclaved aerated concrete masonry walls under vented gas explosions

机译:玄武岩纤维增强聚合物增强蒸压加气混凝土砌体墙瓦斯爆炸的试验与数值研究。

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摘要

Ten full-scale field tests were conducted to study the performance of basalt fiber reinforced polymer (BFRP) strip strengthened autoclaved aerated concrete (AAC) masonry walls subjected to vented gas explosions. Three walls i.e. unstrengthened, rear-face strengthened and front-face strengthened wall specimens were prepared for blast tests. The testing data including overpressure time histories of vented gas explosions, displacement time histories, damage characteristics and fragment distribution of each wall specimen were recorded and analyzed. It was found that the rear-face strengthened wall specimen showed the best blast-resistant performances. Three wall specimens under vented gas explosions experienced damage modes of typical two-way flexural deformation along with shattering of AAC blocks at the latter stage of gas explosions. A detailed micro model for masonry walls was developed in LS-DYNA, incorporating material parameters obtained from material tests. The accuracy of numerical model in predicting the responses of masonry walls was validated with the testing data. Parametric studies were also conducted to explore the influences of BFRP strip layouts, strip thickness and fiber types on the performances of masonry walls. It is found that the BFRP strip layout, strip thickness and fiber types affect the resistance capacity of masonry walls significantly. (C) 2017 Elsevier Ltd. All rights reserved.
机译:进行了十次全面测试,以研究玄武岩纤维增强聚合物(BFRP)带状加强的高压灭菌加气混凝土(AAC)砌体墙在遭受爆炸性气体爆炸时的性能。准备了三块墙,即未加固,后墙加固和前墙加固的壁标本进行爆炸测试。记录并分析了测试数据,包括排气爆炸的超压时间历史,位移时间历史,损伤特征和每个壁试样的碎片分布。结果发现,背面加强壁标本显示出最佳的防爆性能。排气爆炸下的三个壁标本经历了典型的双向弯曲变形的破坏模式,并在爆炸的后期破坏了AAC块。在LS-DYNA中开发了详细的砖石微模型,其中包含了从材料测试获得的材料参数。测试数据验证了数值模型在预测砌体墙反应中的准确性。还进行了参数研究,以探讨BFRP条带布局,条带厚度和纤维类型对砌体墙性能的影响。结果表明,BFRP板条的布局,板条的厚度和纤维类型会显着影响砌体墙的抗力。 (C)2017 Elsevier Ltd.保留所有权利。

著录项

  • 来源
    《Engineering Structures》 |2017年第1期|901-919|共19页
  • 作者单位

    PLA Army Engn Univ, State Key Lab Disaster Prevent & Mitigat Explos, Nanjing 210007, Jiangsu, Peoples R China|Curtin Univ, Ctr Infrastruct Monitoring & Protect, Sch Civil & Mech Engn, Kent St, Bentley, WA 6102, Australia;

    PLA Army Engn Univ, State Key Lab Disaster Prevent & Mitigat Explos, Nanjing 210007, Jiangsu, Peoples R China;

    PLA Army Engn Univ, State Key Lab Disaster Prevent & Mitigat Explos, Nanjing 210007, Jiangsu, Peoples R China;

    Curtin Univ, Ctr Infrastruct Monitoring & Protect, Sch Civil & Mech Engn, Kent St, Bentley, WA 6102, Australia;

    Curtin Univ, Ctr Infrastruct Monitoring & Protect, Sch Civil & Mech Engn, Kent St, Bentley, WA 6102, Australia;

    PLA Army Engn Univ, State Key Lab Disaster Prevent & Mitigat Explos, Nanjing 210007, Jiangsu, Peoples R China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Autoclaved aerated concrete (MC); Basalt fiber reinforced polymer (BFRP); Two-way masonry wall; Vented gas explosion; Field test; Numerical simulation;

    机译:高压灭菌加气混凝土(MC);玄武岩纤维增强聚合物(BFRP);双向砌体墙;排气爆破;现场试验;数值模拟;

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