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纤维增强复材约束矩形混凝土轴压强度和极限压应变计算方法研究

黄新良 陈文广 谭佩 徐金俊 钱四江

黄新良, 陈文广, 谭佩, 徐金俊, 钱四江. 纤维增强复材约束矩形混凝土轴压强度和极限压应变计算方法研究[J]. 工业建筑, 2021, 51(10): 170-176. doi: 10.13204/j.gyjzG21021601
引用本文: 黄新良, 陈文广, 谭佩, 徐金俊, 钱四江. 纤维增强复材约束矩形混凝土轴压强度和极限压应变计算方法研究[J]. 工业建筑, 2021, 51(10): 170-176. doi: 10.13204/j.gyjzG21021601
HUANG Xinliang, CHEN Wenguang, TAN Pei, XU Jinjun, QIAN Sijiang. RESEARCH ON CALCULATION METHOD FOR AXIAL COMPRESSIVE STRENGTH AND ULTIMATE COMPRESSIVE STRAIN OF RECTANGULAR CONCRETE CONFINED WITH FRP[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(10): 170-176. doi: 10.13204/j.gyjzG21021601
Citation: HUANG Xinliang, CHEN Wenguang, TAN Pei, XU Jinjun, QIAN Sijiang. RESEARCH ON CALCULATION METHOD FOR AXIAL COMPRESSIVE STRENGTH AND ULTIMATE COMPRESSIVE STRAIN OF RECTANGULAR CONCRETE CONFINED WITH FRP[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(10): 170-176. doi: 10.13204/j.gyjzG21021601

纤维增强复材约束矩形混凝土轴压强度和极限压应变计算方法研究

doi: 10.13204/j.gyjzG21021601
基金项目: 

国家自然科学基金项目(51708289);国家级大学生创新创业训练计划项目(202110291040Z,202110291096Z);江苏省大学生创新创业训练计划项目(202110291227Y)

详细信息
    作者简介:

    黄新良,男,1979年出生,硕士,高级工程师

    通讯作者:

    徐金俊,男,1986年出生,博士,副教授,jjxu_concrete@njtech.edu.cn。

RESEARCH ON CALCULATION METHOD FOR AXIAL COMPRESSIVE STRENGTH AND ULTIMATE COMPRESSIVE STRAIN OF RECTANGULAR CONCRETE CONFINED WITH FRP

  • 摘要: 轴压荷载下纤维增强复材(FRP)约束混凝土应力-应变本构关系可分为强化型和软化型两类约束模型,其在极限状态时所固有的轴压应力及应变构成了各自本构的参数基础,准确计算这些本构参数可为FRP约束混凝土结构的性能评估提供判别依据。通过对现有FRP约束矩形混凝土抗压强度和极限压应变经验模型的性能进行综合评价,表明已有经验模型普遍存在通用性差、预测准确性低以及离散性大等问题。针对传统预测模型的局限性,基于反向传播神经网络,分别建立了强化型和软化型FRP约束矩形混凝土抗压强度和极限压应变预测模型。研究结果表明:神经网络模型不仅能反映各类控制参数对轴压应力及应变的影响,且相比于已有经验模型,基于神经网络模型的计算值和试验值吻合更好,偏差和随机性都显著减小,保证了预测结果的准确性和稳定性。
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出版历程
  • 收稿日期:  2021-02-16
  • 网络出版日期:  2022-02-21

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