An experimental study on the shear capacity of corroded reinforced concrete beams without shear reinforcement
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The effect of corrosion on the structural behavior of reinforced concrete (RC) beams without stirrups was experimentally investigated. A total of eight medium-scale RC beams were constructed without stirrups. The beams were 150 mm in width, 200 mm in depth, and 1100 mm in length. Test variables included three distinct degrees of corrosion (0%, 3.13%, 4.11%, and 4.93% by mass loss of steel rebar). Six beams were subjected to an accelerated corrosion test, while two beams served as non-corroded control beams.
Nội dung trích xuất từ tài liệu:
An experimental study on the shear capacity of corroded reinforced concrete beams without shear reinforcement
Nội dung trích xuất từ tài liệu:
An experimental study on the shear capacity of corroded reinforced concrete beams without shear reinforcement
Tìm kiếm theo từ khóa liên quan:
Reinforced concrete beam Reinforcement corrosion Shear strength No stirrups Corroded reinforced concrete beamsGợi ý tài liệu liên quan:
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