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An efficient 2 way shear grillage model solution for bridge RC four pile caps under wall loading

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Figure

Fig. 1. Dimensions of a typical bridge RC four-pile cap under wall loading
Table 1. Key dimensions (mm) of pile cap samples at UoS (B4xx – experiment, E1xx parametrical study – only four extreme samples
Fig. 2. Experimental observation of a UoS test sample at shear failure (B4B3 n=5.00, μ=4.23)
Fig. 4. Numerical model of ¼ pile cap showing TD reinforcement stress (MPa) at shear failure
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