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Bharat Mandal

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Open access Sep 2026

Parametric Study for Structural Performance of Steel Network Arch Bridge Using Finite Element Method

Network arch bridges, first developed by Per Tveit, are recognized for their high structural efficiency due to inclined intersecting hangers that reduce bending moments and enhance stiffness. In order to assess the impact of hanger cross-angles ranging from 25° to 90°, this study offers a three-dimensional nonlinear fi...

Budh Ram Chaudhary, Bharat Mandal, R. Suwal · 0 citations

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