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NTIS 바로가기한국전산구조공학회논문집 = Journal of the computational structural engineering institute of Korea, v.35 no.2, 2022년, pp.73 - 82
비엣 징 마이 (금오공과대학교 토목공학과) , 한상묵 (금오공과대학교 토목공학과)
The study presents a three-dimensional approach to simulate the nonlinear behavior of a 72 m long Ultra High Performance Fiber Reinforced Concrete (UHPFRC) pre-stressed box girder for a pedestrian bridge in Busan, South Korea. The concrete damage plasticity (CDP) model is adopted to model the non-li...
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