首页 | 本学科首页   官方微博 | 高级检索  
     

钢筋混凝土构件的断裂韧度
引用本文:陈德培,徐道远,向振贤. 钢筋混凝土构件的断裂韧度[J]. 河海大学学报(自然科学版), 1988, 0(1)
作者姓名:陈德培  徐道远  向振贤
作者单位:河海大学建筑工程系,河海大学工程力学系,河海大学建筑工程系
基金项目:水利电力部科学基金资助课题
摘    要:本文对带裂纹的钢筋混凝土构件进行了断裂力学分析,并通过试验和有限元计算得到了含裂纹钢筋混凝土构件中KIc的尺寸效应和s/w(跨高比)值对KIc值的影响等问题进行了研究.在测试中还成功地应用了声发射测试技术监测裂纹的临界扩展点.

关 键 词:断裂韧度  尺寸效应  声发射  临界扩展点

FRACTURE TOUGHNESS OF REINFORCED CONCRETE MEMBERS
Chen Depei, Xu Daoyuan, Xiang Zhenxial. FRACTURE TOUGHNESS OF REINFORCED CONCRETE MEMBERS[J]. Journal of Hohai University (Natural Sciences ), 1988, 0(1)
Authors:Chen Depei   Xu Daoyuan   Xiang Zhenxial
Affiliation:Chen Depei; Xu Daoyuan; Xiang Zhenxial
Abstract:In this paper, the method of fracture mechanics is used to analyse cracked reinforced concrete members. Experiments and calculation with finite element method are performed and the values of linear elastic fracture toughness kIc for cracked reinforced concrete members are obtained. Effects of the ratio of span over deptl s/w and the size effect of reinforced concrete members on the value of kIc are also studied. Acoustic emission technique is applied successfully in testing to indicate the critical cracking point of every reinforced concrete beam.
Keywords:fracture toughness  size effect  accustic emission technique  critical cracking point
本文献已被 CNKI 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号