Strain compatibility model to optimise CFRP laminate for shear strengthening of RC beam
Concrete beams and girders; Cost effectiveness; Debonding; Design; Reinforced concrete; Strain; Reinforced concrete beams; Shear reinforcement; Shear strengthening; Strain compatibility; Strengthened beams; Structural investigation; Structural performance; Theoretical design; Shear flow
محفوظ في:
| المؤلفون الرئيسيون: | , |
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| مؤلفون آخرون: | |
| التنسيق: | مقال |
| منشور في: |
Taylor and Francis Ltd.
2023
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| الوسوم: |
إضافة وسم
لا توجد وسوم, كن أول من يضع وسما على هذه التسجيلة!
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| الملخص: | Concrete beams and girders; Cost effectiveness; Debonding; Design; Reinforced concrete; Strain; Reinforced concrete beams; Shear reinforcement; Shear strengthening; Strain compatibility; Strengthened beams; Structural investigation; Structural performance; Theoretical design; Shear flow |
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