Numerical analysis of the influence of reinforcement ratio on the behavior of on-top laterally loaded concrete piles
Leonardo Bonfante Greco,
Jeselay Hemetério Cordeiro dos Reis,
Rafael Alves de Souza
Abstract:In this research, the behavior of laterally loaded piles is studied, wherein flexure-induced tensile stresses are responsible for the cracking process. The primary focus lies on investigating the direct influence of the reinforcement ratio on the pile's behavior. Through a comprehensive numerical 3D finite element analysis (FEM), the effects of varying reinforcement ratios on laterally loaded piles are examined in terms of displacements, stresses, and yielding. Employing the ABAQUS software, distinct constitut… Show more
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