Experimental Investigating the Strain of The Steel-concrete Composite Beams with Different Shear Connection Degree
In this study, perfobond shear connectors were welded on the top flange of the steel girder and along the beam length to prevent the relative slip between the steel girder and the concrete slab of steel-concrete composite beams.
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- Study of high-Performance concrete mixtures with residual Fluid Catalytic Cracking using Simplex-Centroid design method
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- Experimental and Finite Element Studies on the Static Behaviour of Concrete Beams Reinforced with Composite Aramid Bars
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