Modeling Nonlinear Bond-Slip Behavior for Finite Element Analyses of Reinforced Concrete Structures

10.14359/9712 ◽  
1996 ◽  
Vol 93 (5) ◽  
Keyword(s):  
Finite Element ◽  
Reinforced Concrete ◽  
Concrete Structures ◽  
Reinforced Concrete Structures ◽  
Finite Element Analyses ◽  
Bond Slip

scholarly journals Experimental and finite element analysis of bond-slip in reinforced concrete

2015 ◽  
Vol 8 (6) ◽  
pp. 787-799 ◽  
Author(s):  
A. R. V. WOLENSKI ◽  
S. S. DE CASTRO ◽  
S. S. PENNA ◽  
R. L. S. PITANGUEIRA ◽  
B. V. SILVA ◽  
...  
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Reinforced Concrete ◽  
Complex Analysis ◽  
Concrete Structures ◽  
Fem Analysis ◽  
Material Behavior ◽  
Reinforced Concrete Structures ◽  
Element Analysis ◽  
Bond Slip

Abstract The modeling of reinforced concrete structures has taken advantage of the increasing progress on Computational Mechanics, in such way that complex phenomena, such as cracking and crushing, creep, reinforcement yielding, steel-concrete bond loss, can be modeled in a reasonable realistic way, using the proper set of numerical and computational resources. Among several options, the ones based on the Finite Element Method (FEM) allow complex analysis simulations of reinforced concrete structures, including the interaction of different nonlinear effects. This paper deals with the nonlinear finite element analysis of the bond-slip between reinforcing steel and concrete, taking into account an experimental study previously performed. The FEM analysis presented uses a combination of resources where the material behavior of concrete is described by the Microplane Constitutive Model, and an embedded reinforcement model is used to represent steel inside the concrete and take into account the effect of bond-slip. The FEM models were created using the INSANE (INteractive Structural ANalysis Environment) computational system, open source software that has a set of FEM tools for nonlinear analysis of reinforced concrete structures. The correlations between numerical-experimentals results and several parameters validate the proposed combination of resources and identifies the significance of various effects on the response.

scholarly journals On structural finite element modeling strategies and their influence on the optimization of final constructability of reinforced concrete structures

2021 ◽  
Vol 385 ◽  
pp. 111541
Author(s):  
Guillaume Hervé-Secourgeon ◽  
Estelle Hervé-Secourgeon ◽  
Marina Bottoni ◽  
François Voldoire ◽  
Mihaja Razafimbelo ◽  
...  
Keyword(s):  
Finite Element ◽  
Reinforced Concrete ◽  
Finite Element Modeling ◽  
Concrete Structures ◽  
Reinforced Concrete Structures ◽  
Element Modeling

scholarly journals TECHNOLOGY OF COMPUTATION OF REINFORCED CONCRETE STRUCTURES/GELŽBETONINŲ KONSTRUKCIJŲ ARMATŪROS AUTOMATIZUOTO SKAIČIAVIMO TECHNOLOGIJA

2001 ◽  
Vol 7 (6) ◽  
pp. 419-424
Author(s):  
Arvydas Jurkša
Keyword(s):  
Finite Element ◽  
Reinforced Concrete ◽  
Concrete Beam ◽  
New Technology ◽  
Concrete Structures ◽  
Reinforced Concrete Structures ◽  
Finite Element Program ◽  
Code Of Practice ◽  
Element Program

The author has created a new technology for concrete beam, column, slab, wall and shell reinforcement computation according to the finite element program COSMOS/M analysis results and code of practice valid in Lithuania. A brief description of the technology is included in the article. Computer programmes COSARM and COSMAX were designed for slab, wall and shell reinforcement computation. Results can be visualized graphically. New computer programmes BEAM, COSBEAM, COLUMN, COSREC and COSCIR were created for beam and column reinforcement computation. The new technology extremely enlarged the possibilities of the powerful finite element program COSMOS/M and enabled to compute very complicated reinforced concrete structures.

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