四川建材
四川建材
사천건재
SICHUAN BUILDING MATERIALS
2014年
2期
51-52
,共2页
FRP%钢筋混凝土柱%有限元分析%承载力%应力-应变曲线%约束
FRP%鋼觔混凝土柱%有限元分析%承載力%應力-應變麯線%約束
FRP%강근혼응토주%유한원분석%승재력%응력-응변곡선%약속
FRP%reinforced concrete columns%finite el-ement analysis%bearing capacity%stress - strain curve%con-finement
借助有限元分析软件ABAQUS,通过建模合理选取材料本构关系、确定单元类型、界面处理以及网格划分的设置,建立FRP约束钢筋混凝土柱在轴心压力作用下的非线性有限元计算模型,得出各个阶段试件的承载能力。与试验结果进行比较,结果表明,有限元计算的极限承载力和荷载-挠度曲线与试验结果较好吻合,验证了有限元分析模型的适用性。
藉助有限元分析軟件ABAQUS,通過建模閤理選取材料本構關繫、確定單元類型、界麵處理以及網格劃分的設置,建立FRP約束鋼觔混凝土柱在軸心壓力作用下的非線性有限元計算模型,得齣各箇階段試件的承載能力。與試驗結果進行比較,結果錶明,有限元計算的極限承載力和荷載-撓度麯線與試驗結果較好吻閤,驗證瞭有限元分析模型的適用性。
차조유한원분석연건ABAQUS,통과건모합리선취재료본구관계、학정단원류형、계면처리이급망격화분적설치,건립FRP약속강근혼응토주재축심압력작용하적비선성유한원계산모형,득출각개계단시건적승재능력。여시험결과진행비교,결과표명,유한원계산적겁한승재력화하재-뇨도곡선여시험결과교호문합,험증료유한원분석모형적괄용성。
Using finite element analysis software ABAQUS, the nonlinear finite element calculation model of FRP confined reinforced concrete column under axial compression is estab-lished by means of modeling setting, constitutive relation selec-tion, element type determination, interface processing and net division. The bearing capacity of specimens is obtained in each stage, the conclusions comparing with the test result show that the finite element calculation conclusions of ultimate bearing ca-pacity and load -deflection curves agree well with the test re-sults, the applicability of the analysis model is verified.
