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钢筋混凝土空心板梁加固及其有限元分析
引用本文:张彬,张海荣,陈小玮,张阳.钢筋混凝土空心板梁加固及其有限元分析[J].广西大学学报(自然科学版),2012(4):630-635.
作者姓名:张彬  张海荣  陈小玮  张阳
作者单位:辽宁工程技术大学土木与交通学院
基金项目:国家安监总局项目(05-05-079);辽宁省教育厅项目(L2011048)
摘    要:为了研究既有桥梁的加固问题,建立了ANSYS的有限元分析模型。通过对实际桥梁的分析,分别用SRAP(一种高强软钢丝和氧化铝聚糖树脂砂浆)技术及CFRP法(碳纤维增强复合材料)、粘贴钢板法两种方案加固了空心板梁。在三种技术都满足加固要求的情况下,通过有限元分析得出:SRAP技术在改善梁的刚度,提高钢筋混凝土的承载能力,以及改善梁受力状况方面,效果都是最佳的。对实际工程中应用SRAP技术提供了重要的参考和依据。

关 键 词:桥梁加固  有限元  镀锌软钢丝束  氧化铝聚糖树脂砂浆  空心板梁  体外预应力加固

Reinforcement of concrete hollow slab beam and its finite element analysis
ZHANG Bin,ZHANG Hai-rong,CHEN Xiao-wei,ZHANG Yang.Reinforcement of concrete hollow slab beam and its finite element analysis[J].Journal of Guangxi University(Natural Science Edition),2012(4):630-635.
Authors:ZHANG Bin  ZHANG Hai-rong  CHEN Xiao-wei  ZHANG Yang
Institution:(Institute of Civil and Transportation,Liaoning Technical University,Fuxin 123000,China)
Abstract:In order to study the strengthening of in-service bridges,an finite element analysis model was established in ANSYS.SRAP(A kind of high strength steel wire and alumina chitosan resin mortar),carbon fiber reinforced polymer and bonding steel plates were used to separately strengthen the hollow slab beams of a bridge,and reinforcement requirements are met in all three cases.Through the finite element analysis,it can be concluded that the SRAP is the best choice to improve the bearing capacity of reinforced concrete and the stiffness and strength performance of the slab beams.SRAP technology provides an important reference and basis for practical engineering.
Keywords:bridge strengthening  finite element  galvanized steel wire bundle  alumina chitosan resin mortar  hollow slab beam  external prestressed reinforcement
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