In-plane strength domain numerical determination of hollow concrete block masonry

Friaa Houda; Hellara Laroussi Myriam; Stefanou Ioannis; Karam Sab; Abdelwaheb Dogui

doi:10.1007/978-3-319-66697-6_70

In-plane strength domain numerical determination of hollow concrete block masonry

Friaa Houda
, Hellara Laroussi Myriam
, Stefanou Ioannis
, Karam Sab
, Abdelwaheb Dogui

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

Abstract

Masonry wall is a composite structure formed by units linked vertically and horizontally by mortar. One of the interests in this paper is composed of hollow concrete blocks. Generally, in structural analysis of masonry wall, the determination of the limit strength presents a challenge, due to the complexity and the heterogeneity of his constituent materials. In the present paper, a numerical homogenization is used for the estimation of the strength domain of an in-plane loaded masonry by accounting for the failure of its blocks. The determination of this domain was based on a rigorous definition of the microstructure in three-dimensions, on convex analysis and on the kinematical approach in the frame of limit analysis theory. A three- dimensional periodic basic cell with a nonlinear material behavior is used. Periodic boundary conditions have been imposed on the lateral boundary of the unit cell by matching the degrees of freedom of pairs of nodes.

Original language	English
Title of host publication	Lecture Notes in Mechanical Engineering
Editors	Mohamed Haddar, Fakher Chaari, Abdelmajid Benamara, Mnaouar Chouchane, Nizar Aifaoui, Chafik Karra
Publisher	Springer Heidelberg
Pages	721-732
Number of pages	12
ISBN (Print)	9783319666969, 9783319686189, 9789811053283, 9789811322723
DOIs	https://doi.org/10.1007/978-3-319-66697-6_70
Publication status	Published - 1 Jan 2018
Event	7th Conference on Design and Modeling of Mechanical Systems, CMSM 2017 - Hammame, Tunisia Duration: 27 Mar 2017 → 29 Mar 2017

Publication series

Name	Lecture Notes in Mechanical Engineering
Volume	0
ISSN (Print)	2195-4356
ISSN (Electronic)	2195-4364

Conference

Conference	7th Conference on Design and Modeling of Mechanical Systems, CMSM 2017
Country/Territory	Tunisia
City	Hammame
Period	27/03/17 → 29/03/17

Keywords

Homogenization method
Masonry
Numerical simulations
Periodic cell
Strength domain

Access to Document

10.1007/978-3-319-66697-6_70

Cite this

Houda, F., Myriam, H. L., Ioannis, S., Sab, K., & Dogui, A. (2018). In-plane strength domain numerical determination of hollow concrete block masonry. In M. Haddar, F. Chaari, A. Benamara, M. Chouchane, N. Aifaoui, & C. Karra (Eds.), Lecture Notes in Mechanical Engineering (pp. 721-732). (Lecture Notes in Mechanical Engineering; Vol. 0). Springer Heidelberg. https://doi.org/10.1007/978-3-319-66697-6_70

Houda, Friaa ; Myriam, Hellara Laroussi ; Ioannis, Stefanou et al. / In-plane strength domain numerical determination of hollow concrete block masonry. Lecture Notes in Mechanical Engineering. editor / Mohamed Haddar ; Fakher Chaari ; Abdelmajid Benamara ; Mnaouar Chouchane ; Nizar Aifaoui ; Chafik Karra. Springer Heidelberg, 2018. pp. 721-732 (Lecture Notes in Mechanical Engineering).

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title = "In-plane strength domain numerical determination of hollow concrete block masonry",

abstract = "Masonry wall is a composite structure formed by units linked vertically and horizontally by mortar. One of the interests in this paper is composed of hollow concrete blocks. Generally, in structural analysis of masonry wall, the determination of the limit strength presents a challenge, due to the complexity and the heterogeneity of his constituent materials. In the present paper, a numerical homogenization is used for the estimation of the strength domain of an in-plane loaded masonry by accounting for the failure of its blocks. The determination of this domain was based on a rigorous definition of the microstructure in three-dimensions, on convex analysis and on the kinematical approach in the frame of limit analysis theory. A three- dimensional periodic basic cell with a nonlinear material behavior is used. Periodic boundary conditions have been imposed on the lateral boundary of the unit cell by matching the degrees of freedom of pairs of nodes.",

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author = "Friaa Houda and Myriam, \{Hellara Laroussi\} and Stefanou Ioannis and Karam Sab and Abdelwaheb Dogui",

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doi = "10.1007/978-3-319-66697-6\_70",

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Houda, F, Myriam, HL, Ioannis, S, Sab, K & Dogui, A 2018, In-plane strength domain numerical determination of hollow concrete block masonry. in M Haddar, F Chaari, A Benamara, M Chouchane, N Aifaoui & C Karra (eds), Lecture Notes in Mechanical Engineering. Lecture Notes in Mechanical Engineering, vol. 0, Springer Heidelberg, pp. 721-732, 7th Conference on Design and Modeling of Mechanical Systems, CMSM 2017, Hammame, Tunisia, 27/03/17. https://doi.org/10.1007/978-3-319-66697-6_70

In-plane strength domain numerical determination of hollow concrete block masonry. / Houda, Friaa; Myriam, Hellara Laroussi; Ioannis, Stefanou et al.
Lecture Notes in Mechanical Engineering. ed. / Mohamed Haddar; Fakher Chaari; Abdelmajid Benamara; Mnaouar Chouchane; Nizar Aifaoui; Chafik Karra. Springer Heidelberg, 2018. p. 721-732 (Lecture Notes in Mechanical Engineering; Vol. 0).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

TY - GEN

T1 - In-plane strength domain numerical determination of hollow concrete block masonry

AU - Houda, Friaa

AU - Myriam, Hellara Laroussi

AU - Ioannis, Stefanou

AU - Sab, Karam

AU - Dogui, Abdelwaheb

N1 - Publisher Copyright: © Springer International Publishing AG 2018.

PY - 2018/1/1

Y1 - 2018/1/1

N2 - Masonry wall is a composite structure formed by units linked vertically and horizontally by mortar. One of the interests in this paper is composed of hollow concrete blocks. Generally, in structural analysis of masonry wall, the determination of the limit strength presents a challenge, due to the complexity and the heterogeneity of his constituent materials. In the present paper, a numerical homogenization is used for the estimation of the strength domain of an in-plane loaded masonry by accounting for the failure of its blocks. The determination of this domain was based on a rigorous definition of the microstructure in three-dimensions, on convex analysis and on the kinematical approach in the frame of limit analysis theory. A three- dimensional periodic basic cell with a nonlinear material behavior is used. Periodic boundary conditions have been imposed on the lateral boundary of the unit cell by matching the degrees of freedom of pairs of nodes.

AB - Masonry wall is a composite structure formed by units linked vertically and horizontally by mortar. One of the interests in this paper is composed of hollow concrete blocks. Generally, in structural analysis of masonry wall, the determination of the limit strength presents a challenge, due to the complexity and the heterogeneity of his constituent materials. In the present paper, a numerical homogenization is used for the estimation of the strength domain of an in-plane loaded masonry by accounting for the failure of its blocks. The determination of this domain was based on a rigorous definition of the microstructure in three-dimensions, on convex analysis and on the kinematical approach in the frame of limit analysis theory. A three- dimensional periodic basic cell with a nonlinear material behavior is used. Periodic boundary conditions have been imposed on the lateral boundary of the unit cell by matching the degrees of freedom of pairs of nodes.

KW - Homogenization method

KW - Masonry

KW - Numerical simulations

KW - Periodic cell

KW - Strength domain

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SN - 9783319686189

SN - 9789811053283

SN - 9789811322723

T3 - Lecture Notes in Mechanical Engineering

SP - 721

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BT - Lecture Notes in Mechanical Engineering

A2 - Haddar, Mohamed

A2 - Chaari, Fakher

A2 - Benamara, Abdelmajid

A2 - Chouchane, Mnaouar

A2 - Aifaoui, Nizar

A2 - Karra, Chafik

PB - Springer Heidelberg

T2 - 7th Conference on Design and Modeling of Mechanical Systems, CMSM 2017

Y2 - 27 March 2017 through 29 March 2017

ER -

In-plane strength domain numerical determination of hollow concrete block masonry

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Keywords

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