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预应力混杂碳/玻璃(C/G)纤维布加固RC梁的应力重分布
  • ISSN号:1671-1637
  • 期刊名称:《交通运输工程学报》
  • 时间:0
  • 分类:U443.3[建筑科学—桥梁与隧道工程;交通运输工程—道路与铁道工程]
  • 作者机构:[1]南京航空航天大学航空宇航学院,江苏南京210096, [2]东南大学交通学院,江苏南京210016, [3]中设设计集团股份有限公司,江苏南京210014
  • 相关基金:国家自然科学基金项目(11232007); 交通运输部建设科技项目(2013 318J19 590); 江苏省自然科学基金项目(BK20130787); 南京航空航天大学青年科技创新基金项目(NS2014003)
中文摘要:

基于实体退化单元,对钢筋混凝土(RC)梁和混杂碳/玻璃(C/G)纤维布采用分层壳元模型,对纵向受力钢筋采用组合壳元模型,模拟了混杂C/G纤维布的预应力作用,建立了预应力混杂C/G纤维布加固RC梁的非线性层壳组合单元模型,采用弥散裂缝模式、Ottosen屈服准则和Hinton压碎准则描述了加固梁的开裂、屈服和压碎的材料非线性效应,分析了破坏全过程中加固梁挠度变化规律、刚度折减规律、极限承载力与混杂C/G纤维布应力重分布。计算结果表明:非线性层壳组合单元分析方法可靠,加固梁的特征荷载计算值与试验值的相对误差不超过10%,且非线性层壳组合单元具有较好的收敛性和数值稳定性;在加固梁达到开裂荷载前,混杂C/G纤维布的应力重分布系数变化较小,开裂荷载时为1.3,其后应力重分布系数逐渐增大,屈服荷载时为4.1,极限荷载时为14.8;采用普通C/G纤维布加固时,纤维布高强性能未充分发挥,利用率约为83%,采用预应力C/G纤维布能改善梁的结构体系,能使得材料充分发挥作用,利用率超过90%。

英文摘要:

Based on solid degraded shell element,the layered shell element model was adopted for reinforced concrete(RC)beam and hybrid carbon/glass(C/G)fiber cloth,the combined shell element model was used for longitudinal reinforcement,and the prestress effect of hybrid C/G fiber cloth was simulated.A kind of nonlinear layered shell combined element for RC beam strengthened with prestressed hybrid C/G fiber cloth was established.The nonlinear effects of cracking,yielding and crushing of RC beam were described by cracking mode,Ottosen yielding criterion and Hinton crushing criterion.The changing rule of deflection,the reduction rule of stiffness and the ultimate bearing capacity of strengthened beam were analyzed,and the stress redistribution of hybrid C/G fiber cloth was studied.Calculation result shows that the nonlinearlayer shell combined element analysis method is reliable,the relative error between the calculated value of characteristic load of strengthened beam and its experimental value is not more than10%,and the nonlinear layered shell combined element has good convergence and numerical stability.Before the strengthened beam reaches cracking load,the stress redistribution coefficient of hybrid C/G fiber cloth changes little and is equal to 1.3at cracking load.Then it increases gradually,is equal to 4.1at yielding load and is equal to 14.8at ultimate loads.When the beam is strengthened with common hybrid C/G fiber cloth,the high-strength property of fiber cloth cannot be fully used,and the utility degree is about 83%.When the beam is strengthened with prestressed hybrid C/G fiber cloth,the structural system of beam be improved,the high-strength property of fiber cloth can be well used,and the utility degree exceeds to 90%.

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期刊信息
  • 《交通运输工程学报》
  • 北大核心期刊(2011版)
  • 主管单位:中华人民共和国教育部
  • 主办单位:长安大学
  • 主编:陈荫三
  • 地址:西安市南二环路中段
  • 邮编:710064
  • 邮箱:jygc@chd.edu.cn
  • 电话:029-82334388
  • 国际标准刊号:ISSN:1671-1637
  • 国内统一刊号:ISSN:61-1369/U
  • 邮发代号:52-195
  • 获奖情况:
  • 国内外数据库收录:
  • 俄罗斯文摘杂志,波兰哥白尼索引,荷兰文摘与引文数据库,美国工程索引,美国剑桥科学文摘,英国科学文摘数据库,日本日本科学技术振兴机构数据库,中国中国科技核心期刊,中国北大核心期刊(2004版),中国北大核心期刊(2008版),中国北大核心期刊(2011版),中国北大核心期刊(2014版)
  • 被引量:13453