硕士生导师
个人信息Personal Information
学历:博士研究生毕业
学位:工学博士学位
性别:男
主要任职:西南交通大学归国华侨联合会副主席
其他任职:成都市金牛区归国华侨联合会常务委员、副主席
毕业院校:九州大学(日本)
学科:土木工程
所在单位:土木工程学院
报考该导师研究生的方式
欢迎你报考郭瑞老师的研究生,报考有以下方式:
1、参加西南交通大学暑期夏令营活动,提交导师意向时,选择郭瑞老师,你的所有申请信息将发送给郭瑞老师,老师看到后将和你取得联系,点击此处参加夏令营活动
2、如果你能获得所在学校的推免生资格,欢迎通过推免方式申请郭瑞老师研究生,可以通过系统的推免生预报名系统提交申请,并选择意向导师为郭瑞老师,老师看到信息后将和你取得联系,点击此处推免生预报名
3、参加全国硕士研究生统一招生考试报考郭瑞老师招收的专业和方向,进入复试后提交导师意向时选择郭瑞老师。
4、如果你有兴趣攻读郭瑞老师博士研究生,可以通过申请考核或者统一招考等方式报考该导师博士研究生。
Experimental study on the mechanical behaviour of short chopped basalt fibre reinforced concrete beams
DOI码:10.1016/j.istruc.2022.09.090
发表刊物:Structures
摘要:The use of short chopped basalt fibres (CBFs) in concrete structures, as a promising alternative to conventional fibres, is of great importance to the sustainable development and plays a well-balanced role between strength improvement and workability in construction. Hence, this paper successively presents two series of test programs. Series I as the preliminary material tests is conducted to understand the effects of short CBFs on concrete matrix, while Series II as the beam tests is primarily to explore the flexural performance of concrete beams mixed with CBFs based on various three kinds of parameters. The results showed that in Series I, the inclusion of CBFs can relieve the crack patterns from a sudden failure to a more ductile behaviour, and effectively upgrade the flexural strength of concrete. While in Series II, concrete beams mixed with CBFs can help enhance the crack resistance ability and greatly improve the flexural behaviour during the working stage. In addition, the improvement effects were enlarged with increasing fibre length, and that were reduced as the tensile reinforcement ratio increases. An FRL height ratio of 0.35 was suggested to ensure that the composite beams worked well and to avoid potential interface issues. Finally, the calculated methods of cracking moment and section stiffness during the service life, were proposed and verified by collecting other test data.
合写作者:Cai Lianheng
第一作者:Liu Qian
论文类型:SCI
通讯作者:Guo Rui
学科门类:工学
文献类型:J
卷号:45
页面范围:1110-1123
ISSN号:2352-0124
是否译文:否
发表时间:2022-10-09
收录刊物:SCI