In this study, the unique material characteristics of steel fiber-reinforced concrete were introduced to extend the application of the compression field models to evaluations of shear capacity and behavior of steel fiber-reinforced concrete (SFRC) members. To achieve this purpose, nonlinear finite element program is developed using secant stiffness-based formulations, and the proposed numerical model was verified using basic experimental results of SFRC shear panels.

• 이득행(서울시립대학교 박사과정) | Lee, Deuck Hang
• 황진하(서울시립대학교 박사과정) | Hwang, Jin-Ha
• 주현진(서울시립대학교 박사과정) | Ju, Hyun Jin
• 김강수(서울시립대학교 교수, 공학박사) | Kim, Kang Su Corresponding Author
• 서수연(한국교통대학교 교수) | Yi, Sung Tae