The Spread of Plasticity in High-Strength Reinforced Concrete Structural Walls with Boundary Elements.

Egleston, Erik.


  • Abstract: Eight new large-scale tests of reinforced concrete structural walls with highly confined boundary elements, conducted at Michigan State University (MSU), demonstrate that the bond stress flexure-shear model for assessing Lpr, Lp and displacement, developed by Hines et al., may be extended to concrete strengths up to 20 ksi and monotonic loading. Improving the model of strain penetration ... read more
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