Triaxial mechanical behaviour of hybrid basalt-polypropylene fibre-reinforced concrete: The effect of micro-fibres at multi scale levels

著录项

• 来源
  《Materials and structures》 |2021年第3期|126.1-126.20|共20页
• 作者

  Qiang Fu; Mengxin Bu; Li Su; Ditao Niu; Lei Liu; Lou Chen; Ning Li;

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• 作者单位

  School of Civil Engineering Xi’an University of Architecture and Technology Xi’an 710055 People’s Republic of China;

  School of Civil Engineering Xi’an University of Architecture and Technology Xi’an 710055 People’s Republic of China;

  School of Civil Engineering Xi’an University of Architecture and Technology Xi’an 710055 People’s Republic of China;

  School of Civil Engineering Xi’an University of Architecture and Technology Xi’an 710055 People’s Republic of China;

  State Key Laboratory of Water Resources and Hydropower Engineering Science Wuhan University Wuhan 430072 People’s Republic of China;

  School of Civil Engineering Central South University Changsha 410075 People’s Republic of China;

  School of Civil Engineering Qingdao University of Technology Qingdao 266033 People’s Republic of China;

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• 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

  Basalt fibre; Polypropylene fibre; Hydrostatic behaviour; Nonlinear M–C strength criterion;

  机译：玄武岩纤维;聚丙烯纤维;静水压行为;非线性M-C强度标准;