Investigation on Bridge Deck with different slab thickness and steel bar diameter to determine stress and deformation

Civil Engineering

In present investigation analysis is performed on experimental method to identify the strength ability during load of 87.5 KN with stress evaluation by performing Experimental evaluation of non linear load for determination of stress and deformation using experimentation technique in bridge deck slab with different diameter of steel bars i.e. 8, 10, 12, 16, 20 and 25 mm the parameters and results were validated from present previous research work present in literature, these different bar profiles in bridge deck slab are investigated for stress, deformation and strain. Thus minimum stress is found steel bar of diameter 16 mm profile in bridge deck slab, the bridge deck slab pre – cast model is casted considering M25 with Indian standard code of IRC: 112 - 2011.

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