摘要
在国内外试验资料基础上，对配筋钢纤维砼梁抗剪强度计算方法进行了 研究；分析了钢纤维的掺入对尺寸效应的影响，并论证了本文给出的方法所 能保证的配筋钢纤维砼粱抗剪强度的可靠度水平；最后给出了适用于各专业 领域的设计公式。
Based on the available test data obtained, the method for calculation of the shear strength of SFRC beams is studied. The influence of steel fibre on the size effect of shear strength is analysed. With the proposed design method, the degree of reliability for the shear strength design of SFRC beams can be ensured. Finally, a design formula which is suitable to design codes of R. C. structures in all of the engineering specialities is proposed.
出处
《大连理工大学学报》
EI
CAS
CSCD
北大核心
1992年第5期565-571,共7页
Journal of Dalian University of Technology
关键词
钢纤维
混凝土
抗剪强度
steel fibres
concrete
shear strength
