Multi-Leaf Masonry Walls with Full, Damaged and Consolidated Infill: Experimental and Numerical Analyses

Ivano Aldreghetti; Daniele Baraldi; Giosuè Boscato; Antonella Cecchi; Lorenzo Massaria; Milorad Pavlovic; Emanuele Reccia; Italo Tofani

doi:10.4028/www.scientific.net/KEM.747.488

Paper Titles

Pseudo-Static Response of Masonry Cross Vaults to Imposed Shear Displacements at the Springings
p.456

The Influence of Self-Healing Capacity of Lime Mortars on the Behaviour of Brick-Mortar Masonry Subassemblies
p.465

Failure in Clay Brick Masonry with Soft Brick under Compression: Experimental Investigation and Numerical Simulation
p.472

Grouts with Improved Durability for Masonry Consolidation: An Experimental Study with Non-Standard Specimens
p.480

Multi-Leaf Masonry Walls with Full, Damaged and Consolidated Infill: Experimental and Numerical Analyses
p.488

Gothic Barrel Vaults under Differential Settlement: The Effects of Boundary Conditions and FRP on Structural Behaviour
p.496

Numerical Evaluation of Mechanical Parameters Role in GFRP Strengthened Cobblestone Masonry Walls
p.504

Salt Attack Effects on the Shear Behavior of Masonry: Preliminary Results of an Experimental Campaign
p.512

Mechanical Behavior of Masonry Specimens Strengthened by Carbon Bundles Subjected to a Splitting Test
p.518

HomeKey Engineering MaterialsKey Engineering Materials Vol. 747Multi-Leaf Masonry Walls with Full, Damaged and...

Multi-Leaf Masonry Walls with Full, Damaged and Consolidated Infill: Experimental and Numerical Analyses

Abstract:

Multi-leaf masonry walls constitute the construction typology most widely adopted in historic buildings. This aspect, together with the intrinsic structural complexity, heterogeneity and irregularity, directs the present research towards a topic not yet sufficiently investigated by the research community of architects and civil engineers. In this paper, the case of multi-leaf masonry wall has been investigated, and with the aim of reproducing historical buildings structural elements, three different typologies of multi-leaf masonry walls have been considered: (i) full infill, (ii) damaged infill, (iii) consolidated infill. A comparative analysis has been performed and results of experimental tests have been compared with numerical ones obtained by means of Finite Element (FE) models.

You might also be interested in these eBooks

Mechanics of Masonry Structures Strengthened with Composite Materials II

View Preview

Info:

Periodical:

Key Engineering Materials (Volume 747)

Pages:

488-495

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.747.488

Citation:

Cite this paper

Online since:

July 2017

Authors:

Ivano Aldreghetti, Daniele Baraldi, Giosuè Boscato*, Antonella Cecchi, Lorenzo Massaria, Milorad Pavlovic, Emanuele Reccia, Italo Tofani

Keywords:

Consolidation, Experimental Tests, Multi-Leaf Masonry, Non-Linear Static Analysis

Export:

RIS, BibTeX

Price:

Permissions:

Request Permissions

* - Corresponding Author

References

[1] L. Binda, G. Baronio, D. Penazzi, M. Palma, C. Tiraboschi, Caratterizzazione di murature in pietra in zona sismica: DATA-BASE sulle sezione murarie e indagini sui materiali, in 9° Convegno Nazionale «L'ingegneria sismica in Italia», Torino (CD-Rom), (1999).

Google Scholar

[2] E. Vintzileou, Three-Leaf Masonry in Compression, Before and After Grouting: A Review of Literature. International Journal of Architectural Heritage: Conservation, Analysis, and Restoration, 5(4-5) (2001) 13-538.

DOI: 10.1080/15583058.2011.557137

Google Scholar

[3] F. Da Porto, M.R. Valluzzi, C. Modena, Investigations for the knowledge of multi-leaf stone masonry walls, in Proceedings of the First International Congress on Construction History, Madrid, 20th-24th January (2003).

Google Scholar

[4] M.R. Valluzzi, F. Da Porto, C. Modena, Behavior and modeling of strengthened three-leaf stone masonry walls, Materials and Structures, 37(3) (2004) 184-192.

DOI: 10.1007/bf02481618

Google Scholar

[5] R. Egermann, C. Newald-Burg, Assessment of the load bearing capacity of historic multiple leaf masonry walls, in: Proc. 10th IBMaC, Calgary, Canada (1994).

Google Scholar

[6] A. Drei, A. Fontana, Influence of geometrical and material properties on multiple-leaf walls behaviour, in: Proc. 7th Int. Conf. STREMAH, Bologna, Italy (2001).

Google Scholar

[7] J. Pina-Henriques, P.B. Lourenço, L. Binda, A. Anzani, Testing and modelling of multi-leaf masonry walls under shear and compression, in Proceedings of IV International Seminar on Structure Analysis of Historic Constructions, Padova, (2004).

DOI: 10.1016/j.engstruct.2005.12.004

Google Scholar

[8] A. Cecchi, K. Sab, A multi-parameter homogenization study for modeling elastic masonry, European Journal of Mechanics, A/Solids, 21(2) (2002) 249-268.

DOI: 10.1016/s0997-7538(01)01195-0

Google Scholar

[9] E. Reccia, G. Milani, A. Cecchi, A. Tralli, Full 3D homogenization approach to investigate the behavior of masonry arch bridges: The venice trans-lagoon railway bridge, Construction and Building Materials, 66 (2014) 567-586.

DOI: 10.1016/j.conbuildmat.2014.05.096

Google Scholar

[10] P.B. Lourenço, G. Milani, A. Tralli, A. Zucchini, Analysis of masonry structures: Review of and recent trends in homogenization techniques, Canadian Journal of Civil Engineering, 34(11) (2007) 1443-1457.

DOI: 10.1139/l07-097

Google Scholar

[11] A. Bacigalupo, L. Gambarotta, Second-order computational homogenization of heterogeneous materials with periodic microstructure. ZAMM Zeitschrift Fur Angewandte Mathematik Und Mechanik, 90(10-11) (2010) 796-811.

DOI: 10.1002/zamm.201000031

Google Scholar

[12] D. Baraldi, A. Cecchi, A. Tralli, Continuous and discrete models for masonry like material: A critical comparative study, European Journal of Mechanics, A/Solids, 50 (2015) 39-58.

DOI: 10.1016/j.euromechsol.2014.10.007

Google Scholar

[13] J.V. Lemos, Discrete Element Modeling of Masonry Structures, International Journal of Architectural Heritage, 1 (2007) 190-213.

DOI: 10.1080/15583050601176868

Google Scholar