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[en] A new nonlinear stress resultant global constitutive model for RC panels is presented. Concrete damage, concrete stress transfer at cracks and bond-slip stress are the main nonlinear effects identified at the local scale that constitute the basis for the construction of the stress resultant global model through an analytical homogenization technique. The closed form solution is obtained using general functions for the previous phenomena. (authors)
Source
2014; 13 p; International Center for Numerical Methods in Engineering - CIMNE; Barcelona (Spain); WCCM XI: 11. World Congress on Computational Mechanics; Barcelona (Spain); 20-25 Jul 2014; ECCM V: 5. European Conference on Computational Mechanics; Barcelona (Spain); 20-25 Jul 2014; ECFD VI: 6. European Conference on Computational Fluid Dynamics; Barcelona (Spain); 20-25 Jul 2014; ISBN 978-84-942844-7-2; 
; Available from doi: http://dx.doi.org/10.13140/2.1.3579.2326; Country of input: France
; Available from doi: http://dx.doi.org/10.13140/2.1.3579.2326; Country of input: France