中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
The CFRP Material's Mechanical Performance And Application

文献类型:会议论文

作者Zhao Jun; Liu Quansheng; Shi Kai
出版日期2010
会议日期SEP 08-09, 2010
会议地点Changsha, PEOPLES R CHINA
关键词CFRP reinforced concrete ultimatic bending deflection
DOI10.4028/www.scientific.net/AMM.29-32.1777
页码1777-1782
英文摘要This paper analyzes the normal section capacity of the reinforced concrete paste with CFRP. Based on the models under different pasting conditions(U model, one layer at the bottom plus one layer of U model, two layers in the bottom), and experiments on the reinforced concrete beams with CFRP, we will analyze the failure mechanism and failure mode of reinforced concrete beams, and calculate the limit bending capacities. The results are directly applied to practical project.
会议录APPLIED MECHANICS AND MECHANICAL ENGINEERING, PTS 1-3
会议录出版者TRANS TECH PUBLICATIONS LTD
会议录出版地STAFA-ZURICH
语种英语
WOS研究方向Engineering ; Materials Science ; Mechanics ; Physics
WOS记录号WOS:000288142901006
源URL[http://119.78.100.198/handle/2S6PX9GI/4553]  
专题岩土力学所知识全产出_会议论文
国家重点实验室知识产出_会议论文
作者单位Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn
推荐引用方式
GB/T 7714
Zhao Jun,Liu Quansheng,Shi Kai. The CFRP Material's Mechanical Performance And Application[C]. 见:. Changsha, PEOPLES R CHINA. SEP 08-09, 2010.

入库方式: OAI收割

来源:武汉岩土力学研究所

浏览0
下载0
收藏0
其他版本

除非特别说明,本系统中所有内容都受版权保护,并保留所有权利。