Shear-sliding behavior of masonry: Numerical micro-modeling of triplet tests

Francesca Ferretti; C. Mazzotti; Rita Esposito; Jan Rots

Shear-sliding behavior of masonry: Numerical micro-modeling of triplet tests

Francesca Ferretti, C. Mazzotti, Rita Esposito, Jan Rots

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

1 Citation (Scopus)

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Abstract

Masonry is a composite material, whose behavior is strongly influenced by the presence of vertical and horizontal mortar joints, weak elements along which the shear failure usually occurs. The scope of the present work was to investigate factors that could affect the shear-sliding behavior of masonry, by performing numerical simulations of triplet tests conducted on calcium silicate brick masonry specimens with two different bond patterns. In the numerical analyses, a simplified micro-modeling strategy was adopted. A composite interface model was used, including a tension cut-off, a Coulomb friction criterion and a compressive cap. The numerical models were validated through comparisons with results from experimental tests, in terms of failure load, post-peak behavior and specimen deformability. Moreover, factors that could influence the shear-sliding behavior of masonry were analyzed by performing parametric studies. The simplified-micro modeling confirmed to be a very efficient strategy to capture the nonlinear behavior of masonry.

Original language	English
Title of host publication	Computational Modelling of Concrete Structures
Subtitle of host publication	Proceedings of the Conference on Computational Modelling of Concrete and Concrete Structures
Editors	Günther Meschke, Bernhard Pichler, Jan G. Rots
Publisher	CRC Press
Pages	941-952
ISBN (Electronic)	978-1-315-18296-4
ISBN (Print)	978-1-13-874117-1
Publication status	Published - 28 Feb 2018
Event	Conference on Computational Modelling of Concrete and Concrete Structures - Bad Hofgastein, Austria, Bad Hofgastein, Austria Duration: 26 Feb 2018 → 1 Mar 2018 http://208.254.74.112/books/details/9781138741171/

Conference

Conference	Conference on Computational Modelling of Concrete and Concrete Structures
Abbreviated title	EURO-C 2018
Country	Austria
City	Bad Hofgastein
Period	26/02/18 → 1/03/18
Internet address	http://208.254.74.112/books/details/9781138741171/

Keywords

Adobe
Delta
Damage
Isotropic
Static

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2017-10-11_EURO-C_FerssbAccepted author manuscript, 12.9 MB

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1 Citations
1 Report

Flatjack and shove tests: method validation and correlation
Jafari, S., Ferretti, F. & Esposito, R., 2018, Delft: Delft University of Technology. 59 p.
Research output: Book/Report › Report › Professional

Open Access
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Cite this

Ferretti, Francesca ; Mazzotti, C. ; Esposito, Rita ; Rots, Jan. / Shear-sliding behavior of masonry : Numerical micro-modeling of triplet tests. Computational Modelling of Concrete Structures: Proceedings of the Conference on Computational Modelling of Concrete and Concrete Structures . editor / Günther Meschke ; Bernhard Pichler ; Jan G. Rots. CRC Press, 2018. pp. 941-952

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title = "Shear-sliding behavior of masonry: Numerical micro-modeling of triplet tests",

abstract = "Masonry is a composite material, whose behavior is strongly influenced by the presence of vertical and horizontal mortar joints, weak elements along which the shear failure usually occurs. The scope of the present work was to investigate factors that could affect the shear-sliding behavior of masonry, by performing numerical simulations of triplet tests conducted on calcium silicate brick masonry specimens with two different bond patterns. In the numerical analyses, a simplified micro-modeling strategy was adopted. A composite interface model was used, including a tension cut-off, a Coulomb friction criterion and a compressive cap. The numerical models were validated through comparisons with results from experimental tests, in terms of failure load, post-peak behavior and specimen deformability. Moreover, factors that could influence the shear-sliding behavior of masonry were analyzed by performing parametric studies. The simplified-micro modeling confirmed to be a very efficient strategy to capture the nonlinear behavior of masonry.",

keywords = "Adobe, Delta, Damage, Isotropic, Static",

author = "Francesca Ferretti and C. Mazzotti and Rita Esposito and Jan Rots",

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publisher = "CRC Press",

note = "Conference on Computational Modelling of Concrete and Concrete Structures, EURO-C 2018 ; Conference date: 26-02-2018 Through 01-03-2018",

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Ferretti, F, Mazzotti, C, Esposito, R & Rots, J 2018, Shear-sliding behavior of masonry: Numerical micro-modeling of triplet tests. in G Meschke, B Pichler & JG Rots (eds), Computational Modelling of Concrete Structures: Proceedings of the Conference on Computational Modelling of Concrete and Concrete Structures . CRC Press, pp. 941-952, Conference on Computational Modelling of Concrete and Concrete Structures, Bad Hofgastein, Austria, 26/02/18.

Shear-sliding behavior of masonry : Numerical micro-modeling of triplet tests. / Ferretti, Francesca; Mazzotti, C.; Esposito, Rita ; Rots, Jan.

Computational Modelling of Concrete Structures: Proceedings of the Conference on Computational Modelling of Concrete and Concrete Structures . ed. / Günther Meschke; Bernhard Pichler; Jan G. Rots. CRC Press, 2018. p. 941-952.

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

TY - GEN

T1 - Shear-sliding behavior of masonry

T2 - Conference on Computational Modelling of Concrete and Concrete Structures

AU - Ferretti, Francesca

AU - Mazzotti, C.

AU - Esposito, Rita

AU - Rots, Jan

PY - 2018/2/28

Y1 - 2018/2/28

N2 - Masonry is a composite material, whose behavior is strongly influenced by the presence of vertical and horizontal mortar joints, weak elements along which the shear failure usually occurs. The scope of the present work was to investigate factors that could affect the shear-sliding behavior of masonry, by performing numerical simulations of triplet tests conducted on calcium silicate brick masonry specimens with two different bond patterns. In the numerical analyses, a simplified micro-modeling strategy was adopted. A composite interface model was used, including a tension cut-off, a Coulomb friction criterion and a compressive cap. The numerical models were validated through comparisons with results from experimental tests, in terms of failure load, post-peak behavior and specimen deformability. Moreover, factors that could influence the shear-sliding behavior of masonry were analyzed by performing parametric studies. The simplified-micro modeling confirmed to be a very efficient strategy to capture the nonlinear behavior of masonry.

AB - Masonry is a composite material, whose behavior is strongly influenced by the presence of vertical and horizontal mortar joints, weak elements along which the shear failure usually occurs. The scope of the present work was to investigate factors that could affect the shear-sliding behavior of masonry, by performing numerical simulations of triplet tests conducted on calcium silicate brick masonry specimens with two different bond patterns. In the numerical analyses, a simplified micro-modeling strategy was adopted. A composite interface model was used, including a tension cut-off, a Coulomb friction criterion and a compressive cap. The numerical models were validated through comparisons with results from experimental tests, in terms of failure load, post-peak behavior and specimen deformability. Moreover, factors that could influence the shear-sliding behavior of masonry were analyzed by performing parametric studies. The simplified-micro modeling confirmed to be a very efficient strategy to capture the nonlinear behavior of masonry.

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KW - Delta

KW - Damage

KW - Isotropic

KW - Static

UR - http://208.254.74.112/books/details/9781138741171/

UR - https://www.taylorfrancis.com/books/9781351726764

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M3 - Conference contribution

SN - 978-1-13-874117-1

SP - 941

EP - 952

BT - Computational Modelling of Concrete Structures

A2 - Meschke, Günther

A2 - Pichler, Bernhard

A2 - Rots, Jan G.

PB - CRC Press

Y2 - 26 February 2018 through 1 March 2018

ER -

Shear-sliding behavior of masonry: Numerical micro-modeling of triplet tests

Abstract

Conference

Keywords

Access to Document

Flatjack and shove tests: method validation and correlation

Cite this