Investigation of the shear behavior of ultra-high performance concrete girder by simulation approach
نویسندگان
چکیده
Abstract The present study investigates the shear behavior of Ultra High Performance Concrete girder strengthened by steel bars and stirrups simulation approach. Utilizing Damage Plasticity model that involves strength reduction nonlinear material, 3D models are established analyzed commercial software Abaqus. numerical is verified comparing test data to ensure reliability. Numerical were then developed investigate relationship force with parametric studies span depth ratio, bar ratio spacing. Based on obtained results, results show a good agreement. relation between capacity UHPC was also enlightened.
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ژورنال
عنوان ژورنال: IOP conference series
سال: 2023
ISSN: ['1757-899X', '1757-8981']
DOI: https://doi.org/10.1088/1757-899x/1289/1/012029