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- W4379118001 abstract "GLRC_HEGIS global cyclic constitutive model for reinforced concrete walls and slabs is formulated in terms of generalized stresses (shell in-plane forces and bending moments) and generalized strains (membrane and bending deformations). In addition, 18 scalar internal variables (acting directly at the global scale) define the nonlinear behavior given by 4 local phenomena. A fixed smeared crack pattern with up to two different crack directions (with evolving crack normal and tangential displacements) appears when concrete is submitted to tension. A, isotropic diffuse concrete damage is developed when concrete is submitted to high compressive stress and affects its stiffness. The concrete-rebars bond (created by a relative slip due to cracking) is indirectly considered by its tension stiffening effect in both concrete and steel reinforcement bars; in consequence, the steel rebar yielding is supposed to appear at the cracks crossing (where the highest stress occurs). The formulation of the model in the framework of Thermodynamics of Irreversible Processes is obtained by means of an innovative analytical multi-scale method. Its robustness allows an efficient FE numerical integration and allows possible extensions for adding other phenomena; in this paper, the example of out-of-plane nonlinear behavior is presented. The model is applied to experimental tests of reinforced concrete walls submitted to in-plane shear. The obtained results are analyzed and the comparisons to experimental results are discussed." @default.
- W4379118001 created "2023-06-03" @default.
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- W4379118001 date "2023-01-01" @default.
- W4379118001 modified "2023-09-30" @default.
- W4379118001 title "GLRC_HEGIS Global Nonlinear Cyclic Model for Reinforced Concrete Walls and Slabs" @default.
- W4379118001 cites W2605140633 @default.
- W4379118001 doi "https://doi.org/10.1007/978-3-031-32511-3_49" @default.
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