In this paper, finite element analysis of high-strength SFRC with high tensile strength steel fiber was investigated. Compressive and flexural behavior was ductile when using steel fiber tensile strength 1,600 MPa. Thorenfeldt and Trilinear models were used to describe the compressive and tensile behavior. Inverse analysis was performed to construct tensile model by evaluating flexural behavior. The flexural behavior of test results were similar to analysis results.

• 김지현(충남대학교 건축공학과) | Kim Ji-Hyeon
• 윤다애(충남대학교 건축공학과) | Youn Da-Ae
• 임성훈(충남대학교 건축공학과) | Lim Seong-Hoon
• 장아연(충남대학교 건축공학과) | Jang Ah-Yeon
• 윤현도(충남대학교 건축공학과) | Yun Hyun-Do 교신저자