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Non-linear finite element analysis of precast RC beam with closed rebar joint.

In this study, the numerical analysis of a precast beam with a closed rebar joint is conducted to study the flexural performance of the connection. The non-linear finite element analysis of the precast beam model is conducted in MSC Marc. The experiment was also conducted to determine the fatigue performance of the connection in a four-point bending test.

Japan Society of Civil Engineers Annual Meeting

Japan Society of Civil Engineers 2023 Annual Meeting

Japan Society of Civil Engineers 2023 Annual Meeting

[CS2-14]Non-linear finite element analysis of precast RC beam with closed rebar joint.

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