山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2009年
20期
59-60
,共2页
有限元%加固%CFRP%钢筋混凝土渠
有限元%加固%CFRP%鋼觔混凝土渠
유한원%가고%CFRP%강근혼응토거
finite dement%reinforcement%CFRP%reinforced concrete beam
通过ANSYS建立有限元模型,对粘贴CFRP板加固钢筋混凝土梁前后的受力特征和过程进行了分析.通过有限元仿真分析,加固后的钢筋混凝土梁的抗弯性能的确得到了明显的提高.
通過ANSYS建立有限元模型,對粘貼CFRP闆加固鋼觔混凝土樑前後的受力特徵和過程進行瞭分析.通過有限元倣真分析,加固後的鋼觔混凝土樑的抗彎性能的確得到瞭明顯的提高.
통과ANSYS건립유한원모형,대점첩CFRP판가고강근혼응토량전후적수력특정화과정진행료분석.통과유한원방진분석,가고후적강근혼응토량적항만성능적학득도료명현적제고.
The mechanical characteristics and process of reinforced concrete beam before and after bonding CFRP plate reinforcing were ana-lyzed with finite dement model built by ANSYS. The banding resistance property of reinforced concrete beam after reinforcing was enhanced obviously by the finite dement emulation analysis.
