publication . Article . 2014

Nonlinear analysis of reinforced concrete structures using software package abaqus

Marković Nemanja; Stojić Dragoslav; Cvetković Radovan;
Open Access English
  • Published: 01 Jan 2014 Journal: Zbornik Radova Građevinskog Fakulteta (issn: 0352-6852, eissn: 2334-9573, Copyright policy)
  • Publisher: Faculty of civil engineering, Subotica
Abstract
Reinforced concrete (AB) is characterized by huge inhomogeneity resulting from the material characteristics of the concrete, then, quasi-brittle behavior during failure. These and other phenomena require the introduction of material nonlinearity in the modeling of reinforced concrete structures. This paper presents the modeling reinforced concrete in the software package ABAQUS. A brief theoretical overview is presented of methods such as: Concrete Damage Plasticity (CDP), Smeared Concrete Cracking (CSC), Cap Plasticity (CP) and Drucker-Prager model (DPM). We performed a nonlinear analysis of two-storey reinforced concrete frame by applying CDP method for modeli...
Subjects
free text keywords: finite element method, reinforced concrete, crack propagation, modeling, concrete damage plasticity, Engineering (General). Civil engineering (General), TA1-2040

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