CDM based finite element code for concrete in 3-D

Ali H. Al-Gadhib; K. Asad-Ur-Rahman; Mohammed H. Baluch

doi:10.1016/S0045-7949(98)00044-3

CDM based finite element code for concrete in 3-D

Ali H. Al-Gadhib, K. Asad-Ur-Rahman, Mohammed H. Baluch^*

^*Corresponding author for this work

Research output: Contribution to journal › Article › peer-review

8 Scopus citations

Abstract

This paper presents a three dimensional finite element code DAMAG3D for nonlinear analysis of concrete type materials modeled as elastic-damage. The CDM model adopted is the one as proposed by SUARIS W, OUYANG C, FERNANDO V. M. Damage model for cyclic loading of concrete. J Engng Mech, American Society of Civil Engineers 1990; 116(5): 1020-35. for monotonic and cyclic loading of concrete structures. Code DAMAG3D is applied to simulate response of concrete under monotonically increasing load paths of uniaxial compression, Brazilian test, strip loading and patch loading, with reasonable correlation established with experimental results and results from other nonlinear constitutive models.

Original language	English
Pages (from-to)	451-462
Number of pages	12
Journal	Computers and Structures
Volume	67
Issue number	6
DOIs	https://doi.org/10.1016/S0045-7949(98)00044-3
State	Published - Jun 1998

ASJC Scopus subject areas

Civil and Structural Engineering
Modeling and Simulation
General Materials Science
Mechanical Engineering
Computer Science Applications

Access to Document

10.1016/S0045-7949(98)00044-3

Cite this

@article{aaf52411979742eea134e79c00a41fea,

title = "CDM based finite element code for concrete in 3-D",

abstract = "This paper presents a three dimensional finite element code DAMAG3D for nonlinear analysis of concrete type materials modeled as elastic-damage. The CDM model adopted is the one as proposed by SUARIS W, OUYANG C, FERNANDO V. M. Damage model for cyclic loading of concrete. J Engng Mech, American Society of Civil Engineers 1990; 116(5): 1020-35. for monotonic and cyclic loading of concrete structures. Code DAMAG3D is applied to simulate response of concrete under monotonically increasing load paths of uniaxial compression, Brazilian test, strip loading and patch loading, with reasonable correlation established with experimental results and results from other nonlinear constitutive models.",

author = "Al-Gadhib, {Ali H.} and K. Asad-Ur-Rahman and Baluch, {Mohammed H.}",

year = "1998",

month = jun,

doi = "10.1016/S0045-7949(98)00044-3",

language = "English",

volume = "67",

pages = "451--462",

journal = "Computers and Structures",

issn = "0045-7949",

number = "6",

}

TY - JOUR

T1 - CDM based finite element code for concrete in 3-D

AU - Al-Gadhib, Ali H.

AU - Asad-Ur-Rahman, K.

AU - Baluch, Mohammed H.

PY - 1998/6

Y1 - 1998/6

N2 - This paper presents a three dimensional finite element code DAMAG3D for nonlinear analysis of concrete type materials modeled as elastic-damage. The CDM model adopted is the one as proposed by SUARIS W, OUYANG C, FERNANDO V. M. Damage model for cyclic loading of concrete. J Engng Mech, American Society of Civil Engineers 1990; 116(5): 1020-35. for monotonic and cyclic loading of concrete structures. Code DAMAG3D is applied to simulate response of concrete under monotonically increasing load paths of uniaxial compression, Brazilian test, strip loading and patch loading, with reasonable correlation established with experimental results and results from other nonlinear constitutive models.

AB - This paper presents a three dimensional finite element code DAMAG3D for nonlinear analysis of concrete type materials modeled as elastic-damage. The CDM model adopted is the one as proposed by SUARIS W, OUYANG C, FERNANDO V. M. Damage model for cyclic loading of concrete. J Engng Mech, American Society of Civil Engineers 1990; 116(5): 1020-35. for monotonic and cyclic loading of concrete structures. Code DAMAG3D is applied to simulate response of concrete under monotonically increasing load paths of uniaxial compression, Brazilian test, strip loading and patch loading, with reasonable correlation established with experimental results and results from other nonlinear constitutive models.

UR - http://www.scopus.com/inward/record.url?scp=0032092988&partnerID=8YFLogxK

U2 - 10.1016/S0045-7949(98)00044-3

DO - 10.1016/S0045-7949(98)00044-3

M3 - Article

AN - SCOPUS:0032092988

SN - 0045-7949

VL - 67

SP - 451

EP - 462

JO - Computers and Structures

JF - Computers and Structures

IS - 6

ER -

CDM based finite element code for concrete in 3-D

Abstract

ASJC Scopus subject areas

Access to Document

Fingerprint

Cite this