Shear strength prediction for steel fiber reinforced concrete beams without stirrups
Engineering Structures(2016)
摘要
•A new model for shear strength prediction of SFRC was proposed.•Fiber contribution was introduced by a theoretical method.•The predicted shear strength is in good agreement with the test results.•The proposed model can reflect the studied parameters well.
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关键词
Steel fiber,Beam,Modified compression field theory,Stress transfer,Shear strength
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