Example of composition of equilibrium equations of additional finite element method for limit state calculation of reinforced concrete deep beams

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The example of composition of equilibrium equations of the developed method of additional finite elements (MAFE) for limit state physically nonlinear calculation of plane stress reinforced concrete structures (deep beams) is given.

Additional finite element method, limit state, ideal model of destruction, additional finite element, equilibrium equation, deep beam

Короткий адрес: https://sciup.org/147154287

IDR: 147154287

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