丁一宁
Professor Supervisor of Doctorate Candidates Supervisor of Master's Candidates
Gender:Male
Alma Mater:奥地利因斯布鲁克大学
Degree:Doctoral Degree
School/Department:土木工程系
E-Mail:ynding@dlut.edu.cn
Hits:
Indexed by:Journal Papers
Date of Publication:2016-11-15
Journal:ENGINEERING STRUCTURES
Included Journals:SCIE、EI、Scopus
Volume:127
Page Number:101-116
ISSN No.:0141-0296
Key Words:Steel fiber; Beam; Modified compression field theory; Stress transfer; Shear strength
Abstract:This study proposes a theoretical approach based on modified compression field theory to predict the shear strength of steel fiber-reinforced concrete (SFRC) beams without stirrups. The tensile contribution of the steel fibers is considered in the tensile stress-strain constitutive equations, which take into account the distribution of the fibers. The proposed strength model is verified by comparing it with 139 shear failure tests previously conducted on SFRC and reinforced concrete beams without stirrups. The influences of concrete strength, fiber volume, shear span-to-depth ratio, and longitudinal steel ratio on predicted shear strength are also discussed. Comparisons between the predicted and experimental results show that the proposed model can estimate shear strength accurately. (C) 2016 Elsevier Ltd. All rights reserved.
