Abstract
The paper presents a theoretical study of the structural resistance of short compressed concrete elements in a glass-fiber reinforced shell. The methodology is based on a nonlinear strain model of how this element reacts to incremental loading. What makes computing such structures difficult is the need to account for the continuously changing lateral shell pressure on the concrete core. Lateral pressure keeps increasing due to changes in the concrete-core and glass fiber-reinforced shell lateral-strain coefficients, causing greater stress in the material. This paper is the for to propose formulas to account for such changes and measure lateral pressure for any load on such a structure. It also outlines practical guidelines on computing the strength of short compressed concrete elements in a glass fiber-reinforced shell.
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