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finding:using-steel-stiffness-instead-of-concrete-stiffness-in-finite-element-model-reduced-shears-in-main-arch-lowered-bending-moments-and-changed-several-strut-forces-from-compression-to-tension

Using steel stiffness instead of concrete stiffness in finite element model reduced shears in main arch, lowered bending moments, and changed several strut forces from compression to tension

Considering realistic rebar stiffness uncovered a novel tension network behavior.

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cosine ≥ 0.65 · no typed edge

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