The state of stresses in RC beams with installation holes located in compressed zone
Abstract
This paper presents a question of influence of installation holes located in the compressed zone of the reinforced concrete beam on functioning. In order to research the actual functioning of the element a numerical model based on Finite Element Method has been created.
Two independent analyses were performed in which linear and nonlinear constitutive relations for concrete and for steel have been used. The results acquired have been compared and discussed.
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