The influence of the elastic modulus on the finite element structural analysis of masonry arches

R. Quinteros-Mayne; I. de Arteaga; R. Goñi-Lasheras; A. Villarino; J. I. Villarino

doi:10.1016/j.conbuildmat.2019.06.013

The influence of the elastic modulus on the finite element structural analysis of masonry arches

R. Quinteros-Mayne, I. de Arteaga, R. Goñi-Lasheras, A. Villarino, J. I. Villarino

SCHOOL OF MECHANICAL ENGINEERING

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

6 Scopus citations

Abstract

Given the importance of geometry in structural analysis of masonry arches, and taking into account the relationship between stress and deformation, this article presents the influence of the elastic modulus in the collapse mechanism and load for the more common geometries within the masonry arches, considering the effect of the rigidity in the numerical convergence, and the computational cost, within the ABAQUS finite element software. For this, four geometries subjected to ten different elastic modulus are analyzed. The results obtained by the ABAQUS Finite Element Software are compared with the software based on the rigid blocks theory, LimitState Ring.

Original language	English
Pages (from-to)	614-626
Number of pages	13
Journal	Construction and Building Materials
Volume	221
DOIs	https://doi.org/10.1016/j.conbuildmat.2019.06.013
State	Published - 10 Oct 2019

Keywords

ABAQUS
Elastic moduli
Finite elements method
Limit analysis
Masonry arch
Structural analysis

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10.1016/j.conbuildmat.2019.06.013

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title = "The influence of the elastic modulus on the finite element structural analysis of masonry arches",

abstract = "Given the importance of geometry in structural analysis of masonry arches, and taking into account the relationship between stress and deformation, this article presents the influence of the elastic modulus in the collapse mechanism and load for the more common geometries within the masonry arches, considering the effect of the rigidity in the numerical convergence, and the computational cost, within the ABAQUS finite element software. For this, four geometries subjected to ten different elastic modulus are analyzed. The results obtained by the ABAQUS Finite Element Software are compared with the software based on the rigid blocks theory, LimitState Ring.",

keywords = "ABAQUS, Elastic moduli, Finite elements method, Limit analysis, Masonry arch, Structural analysis",

author = "R. Quinteros-Mayne and {de Arteaga}, I. and R. Go{\~n}i-Lasheras and A. Villarino and Villarino, {J. I.}",

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T1 - The influence of the elastic modulus on the finite element structural analysis of masonry arches

AU - Quinteros-Mayne, R.

AU - de Arteaga, I.

AU - Goñi-Lasheras, R.

AU - Villarino, A.

AU - Villarino, J. I.

PY - 2019/10/10

Y1 - 2019/10/10

N2 - Given the importance of geometry in structural analysis of masonry arches, and taking into account the relationship between stress and deformation, this article presents the influence of the elastic modulus in the collapse mechanism and load for the more common geometries within the masonry arches, considering the effect of the rigidity in the numerical convergence, and the computational cost, within the ABAQUS finite element software. For this, four geometries subjected to ten different elastic modulus are analyzed. The results obtained by the ABAQUS Finite Element Software are compared with the software based on the rigid blocks theory, LimitState Ring.

AB - Given the importance of geometry in structural analysis of masonry arches, and taking into account the relationship between stress and deformation, this article presents the influence of the elastic modulus in the collapse mechanism and load for the more common geometries within the masonry arches, considering the effect of the rigidity in the numerical convergence, and the computational cost, within the ABAQUS finite element software. For this, four geometries subjected to ten different elastic modulus are analyzed. The results obtained by the ABAQUS Finite Element Software are compared with the software based on the rigid blocks theory, LimitState Ring.

KW - ABAQUS

KW - Elastic moduli

KW - Finite elements method

KW - Limit analysis

KW - Masonry arch

KW - Structural analysis

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AN - SCOPUS:85067386338

SN - 0950-0618

VL - 221

SP - 614

EP - 626

JO - Construction and Building Materials

JF - Construction and Building Materials

ER -

The influence of the elastic modulus on the finite element structural analysis of masonry arches

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