scholarly journals 3-DIMENSIONAL NON-LINEAR ANALYSIS OF REINFORCED CONCRETE MEMBERS BY FINITE ELEMENT METHOD : Part 1. Theory and Application

1976 ◽  
Vol 249 (0) ◽  
pp. 25-34
Author(s):  
K. MUTO ◽  
T. SUGANO ◽  
T. MIYASHITA ◽  
N. INOUE
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Reinforced Concrete ◽  
Linear Analysis ◽  
3 Dimensional ◽  
Concrete Members ◽  
Non Linear ◽  
Element Method

Non-linear analysis of a reinforced concrete sheet cover (umbrella) of 40m diameter by the finite element method

2007 ◽  
Vol 184 (1) ◽  
pp. 37-51 ◽  
Author(s):  
J.J. del Coz Díaz ◽  
L. Peñalver Lamarca ◽  
P.J. García Nieto ◽  
Alfonso Lozano Martínez-Luengas ◽  
J.A.Vilán Vilán
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Reinforced Concrete ◽  
Linear Analysis ◽  
The Finite Element Method ◽  
Non Linear ◽  
Element Method

scholarly journals Non-linear analysis and warping of tubular pipe conveyors by the finite element method

2007 ◽  
Vol 46 (1-2) ◽  
pp. 95-108 ◽  
Author(s):  
J.J. del Coz Díaz ◽  
P.J. García Nieto ◽  
J.A. Vilán Vilán ◽  
A. Martín Rodríguez ◽  
J.R. Prado Tamargo ◽  
...  
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Linear Analysis ◽  
The Finite Element Method ◽  
Non Linear ◽  
Element Method

scholarly journals COMPARATIVE STUDY OF NON-LINEAR SIMULATIONS OF A REINFORCED CONCRETE SLENDER COLUMN USING FINITE ELEMENT METHOD AND P-DELTA

2019 ◽  
Vol 3 (1) ◽  
pp. 1-11
Author(s):  
Régis Marciano de Souza ◽  
Ricardo Rodrigues Magalhães ◽  
Ednilton Tavares de Andrade
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Reinforced Concrete ◽  
Iterative Process ◽  
Second Order ◽  
Order Effects ◽  
Non Linear ◽  
Slender Columns ◽  
Slender Column ◽  
Element Method

This paper analyzes the non-linear geometric behavior of reinforced concrete slender columns. This approach is due to the fact that there is a tendency to reinforced concrete slender constructions, which may have significant second order effects. This research aimed at comparing different formulations for the analysis of non-linear behavior of reinforced concrete slender columns by comparing results from simulated problem (slender column with ten load scenarios) between the Finite Element Method (FEM) and the Iterative Process P-DELTA(P-Δ). Numeric results revealed that the Iterative Process P-Δ presented different results from FEM and that the second order effects are significant for reinforced concrete slender column problems.

Sign in / Sign up

Export Citation Format

Share Document