Abstract
This article is devoted to a theoretical study of the volume-compressed concrete deformability. The derivation of the formula for the concrete deformations determination with indirect reinforcement at maximum compressive stresses is given. This formula adequately takes into account the main factors affecting the amount of deformation unlike the known empirical formulas. The proposed formula use for designing will increase the reliability of calculations the compressed reinforced concrete and reinforced concrete structures with indirect reinforcement bearing capacity, performed on the nonlinear deformation model.
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Schedule a callMore From: IOP Conf. Series: Materials Science and Engineering
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