摘要
采用预应力碳纤维增强塑料(CFRP)对混凝土结构进行补强加固的方法是工程界近年来的研究热点之一.作者在弹性理论的基础上,推导了预应力CFRP布加固梁在均布荷载作用下端部剥离应力的计算公式.
Recently,one of the study hotspot in engineering field is the method of strengthening reinforced concrete structure by using prestressed carbon fiber reinforced polymers. Based on the elasticity theory,this thesis presents a method for calculating the peeling stress at the end of the reinforced concree beam with prestressed carbon fiber reinforced polymers sheet under distributed loads.
出处
《河南理工大学学报（自然科学版）》
CAS
2005年第1期69-73,共5页
Journal of Henan Polytechnic University（Natural Science）
基金
河南省自然科学基金项目(0111041200).
