Flexural shear strengthening of reinforced concrete T-beams subjected to asymmetric loading using cfrp system combined by NSM strips and U-wraps
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This paper presents a developed three-dimensional (3D) finite element model (FEM) of flexural and shear strengthening of reinforced concrete (RC) T-beams using a CFRP (Carbon Fiber-Reinforced Polymer) system combined by near-surface mounted (NSM) strips and U-wraps subjected by asymmetric loading. The 3D FEM was verified by experimental results.
Nội dung trích xuất từ tài liệu:
Flexural shear strengthening of reinforced concrete T-beams subjected to asymmetric loading using cfrp system combined by NSM strips and U-wraps
Nội dung trích xuất từ tài liệu:
Flexural shear strengthening of reinforced concrete T-beams subjected to asymmetric loading using cfrp system combined by NSM strips and U-wraps
Tìm kiếm theo từ khóa liên quan:
Technology in civil engineering Civil engineering T-beams Flexural-shear strengthening Carbon fiber-reinforced polymer Asymmetric loading Finite element analysisGợi ý tài liệu liên quan:
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