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CRITICAL REVIEW OF PRIOR RESEARCH
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adjacent analysis approximately axially reinforced concrete Bernander biharmonic equation Bond and Crack bond stress distribution boundary conditions boundary-value problem circumferential strain compression stress concrete and steel concrete/steel interface contractive strains Cornell University cos(knz Crack Formation crack width curves decrease deformed determined diameter end-faces equal to zero expressed flexural cracks Formation in Reinforced Fourier series Fourier-Bessel series Hognestad hollow cylinder increasing infinite series interface shearing stress length of embedment longitudinal strain longitudinal stress maximum micro-inches per inch mid-section neutral axis normal and tangential outer cylindrical surface outer surface Poisson's ratio predicted prism pull-out test specimen radial distance radial stress Rehm reinforced concrete beam reinforced concrete cylinder reinforced cylinders reinforcing rod RILEM Symposium sin(k z slip coefficient solution steel and concrete steel stress Stockholm strain gauges Strength of Materials stress function stresses and displacements Symposium on Bond tangential stresses test data Theory of Elasticity Vk.V