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Increasing the core web thickness and corrugation angle improved the blast performance of panel with a lower deformation, while increasing the core height led to a larger localized deformation at the front face and a lower deflection of back face.
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The results also reveal that specimens subjected to an elevated loading rate exhibited a greater load-carrying capacity and stiffness but lower deflection.
Although a scatter was noticed for C35 specimens at lower deflection (FS2 and CS2), it appears that there is no significant difference in crack widths for cover depths of C25 and C35.
It was found that these GFRP bar reinforced concretes showed an improved flexural capacity with less crack width and lower deflection in the serviceability.
The uni-axial in-plane restrained slabs have larger mid-span deflections and lower deflection recovery ratios than the slabs without in-plane loading.
IS 456 with SF specimen had high, ultimate load-carrying capacity and lower deflection than IS 456 control specimen by 16%%.
It is concluded from the load versus deflection characteristics graph that specimens having HPC mix with silica fume and glass fibre showed better ultimate load-carrying capacity and lower deflection than specimens having HPC mix for both the reinforcements detailing.
The numerical results prove the efficiency of GLARE over bare aluminum laminate with equal thickness, due to the lower deflection and higher SPE.
However, the residual stress relaxation and a strengthening effect contributed to reduce the cracking resistance of the aged coatings, anticipating the onset of damage and crack opening to lower deflection levels during four-point bending tests.
However, all of the blades showed much lower deflections than the extended normal blades.
Lower deflections were recorded by the vertical-leg roof owing to its higher stiffness and lower suctions experienced.
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