Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Numerical Analysis of Mechanical Properties of Precast Segmental Concrete Test Beam with External Tendons
A finite element model is proposed for numerical analysis of mechanical properties of precast segmental concrete test beam with external tendons. The 3D finite element model of test beam is established by SOLID65 element in ANSYS software, while the dry joint between segments is simulated by contact element, and the attachment between concrete beam and external prestressed tendons is achieved by node coupling method. Numerical simulation analysis reveals structural behavior, stress variations and crack opening cases of joints of the test beam by considering the concrete material and geometric nonlinearity. Influencing factors of the bending mechanical properties of the test beam are researched with different tendon types, secondary effect of external tendons and external tendon slip at deviation. Results of the numerical analysis reveal that the segmental joints are in the compressive state below the 300 kN. Crack opening is the key factor of the mechanical properties of the test beam above the 300 kN. The results can be used for structural design of precast segmental bridge.
Numerical Analysis of Mechanical Properties of Precast Segmental Concrete Test Beam with External Tendons
A finite element model is proposed for numerical analysis of mechanical properties of precast segmental concrete test beam with external tendons. The 3D finite element model of test beam is established by SOLID65 element in ANSYS software, while the dry joint between segments is simulated by contact element, and the attachment between concrete beam and external prestressed tendons is achieved by node coupling method. Numerical simulation analysis reveals structural behavior, stress variations and crack opening cases of joints of the test beam by considering the concrete material and geometric nonlinearity. Influencing factors of the bending mechanical properties of the test beam are researched with different tendon types, secondary effect of external tendons and external tendon slip at deviation. Results of the numerical analysis reveal that the segmental joints are in the compressive state below the 300 kN. Crack opening is the key factor of the mechanical properties of the test beam above the 300 kN. The results can be used for structural design of precast segmental bridge.
Numerical Analysis of Mechanical Properties of Precast Segmental Concrete Test Beam with External Tendons
Jiang, Hai-Bo (Autor:in) / Deng, Yan-Song (Autor:in) / Qiu, Yun (Autor:in) / Wei, Chun-Gen (Autor:in) / Chen, Li (Autor:in) / Feng, Wen-Xian (Autor:in)
2013
10 Seiten
Aufsatz (Konferenz)
Englisch
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