摘要
预应力碳纤维板加固技术既能发挥出碳纤维材料强度高、自重轻、易于施工耐腐蚀等优势,又能克服传统的外部粘贴碳纤维加固中存在的碳纤维板应变滞后的缺点。运用ANSYS有限元分析软件对CFRP加固的预裂钢筋混凝土梁进行模拟分析,对比数值分析和试验结果。结果显示,ANSYS可以较好地模拟预应力碳纤维板加固混凝土受弯构件的全过程,建模方法切实可行,结果可靠。
Strengthening technology of pre - stress carbon fiber board has advantages of high strength, light weight and anti - corrosin, as well as, it can overcome shortcoming of strain lag when pasting carbon fiber board outside. By using ANSYS finite element analysis, pre -splitting concrete beam can be analyzed, and comparing numerical analysis and experimental result can be obtained. The result shows that ANSYS can simulate the whole process for pre -stress carbon fiber board to strengthen concrete beam. This method is feasible and reliable.
出处
《重庆科技学院学报(自然科学版)》
CAS
2013年第6期98-102,共5页
Journal of Chongqing University of Science and Technology:Natural Sciences Edition
基金
广西科技攻关项目(桂科攻0630004-3D)
广西岩土力学与工程重点实验室资助课题(11-cx-04)
关键词
预应力
碳纤维板
加固
混凝土受弯构件
有限元分析
pre -stress
carbon fiber board
strengthening
concrete flexural member
finite element analysis