Abstract
Since the 1980s in the Netherlands, the demand for accelerating the construction process and subsequently reducing the construction costs has led to the replacement of traditional brick masonry with larger masonry units assembled with a thin mortar layer. Accordingly, different masonry unit sizes ranging from traditional bricks (210 × 70 × 100-mm) to larger elements (900 × 650 × 100-mm) have been produced by the calcium silicate industry and widely used for the construction of unreinforced masonry (URM) buildings. To properly assess the performances of URM buildings, numerical and analytical methods require a complete description of the mechanical behavior of masonry at material level. Despite the widespread application of both calcium silicate brick and element masonry, a refined characterization of the mechanical properties of masonry has not received much attention. As a result, an experimental study was conducted at Delft University of Technology for the material characterization of calcium silicate brick and element masonry, with a view to assessments for induced seismicity in Groningen. By using well-designed testing set-ups, the compression, shear and bending properties of calcium silicate specimens were measured, with an aim to understand the strength, stiffness as well as softening post-peak behavior in compression and in shear of both masonry types. This paper provides insight into the nonlinear behavior of the calcium silicate brick and calcium silicate element masonry as a support to the development and validation of numerical and analytical models for the seismic assessment of URM structures.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Similar content being viewed by others
References
Jasiński R, Drobiec Ł, Piekarczyk A (2016) Mechanical properties of masonry walls made of calcium silicate materials made in Poland. Part 1 masonry properties and compressive strength. Procedia Engineering 161:904–910
Vermeltfoort AT (2008) Mechanical properties and application features of CASIELS. In: 14th international brick and block masonry conference, pp 88–97
Ferretti D, Michelini E, Rosati G (2015) Mechanical characterization of autoclaved aerated concrete masonry subjected to in-plane loading: experimental investigation and FE modeling. Constr Build Mater 98:353–365
Thamboo JA, Dhanasekar M, Yan C (2012) Characterization of flexural bond strength in thin bed concrete masonry. In: 15th international brick and block masonry conference (abstract)
EN 1052-1 (1998) Methods of test for masonry - Part 1: determination of compressive strength
EN 1052-3 (2002) Methods of test for masonry - Part 3: determination of initial shear strength
EN 1052-5 (2005) Methods of test for masonry - Part 5: determination of bond strength by the bond wrench method
Rots GJ, Messali F, Esposito R et al (2016) Computational modeling of masonry with a view to Groningen induced seismicity. In: 10th international conference on structural analysis of historical constructions, SAHC, pp 227–238
Esposito R, Jafari S, Ravenshorst GJP et al (2018) Influence of the behavior of calcium silicate brick and element masonry on the lateral capacity of structures. In: Proceedings of 10th Australasian masonry conference (AMC), Sydney
Jafari S, Rots JG, Esposito R et al (2017) Characterizing the material properties of Dutch unreinforced masonry. Procedia Eng. 193:250–257
Zapico Blanco B, Tondelli M, Jafari et al (2018) A masonry catalogue for the Groningen region. In: 16th european conference on earthquake engineering, ECEE, 18–21 June, Thessaloniki
EN772-1 (2000) Method of test for masonry unit - Part 1: determination of compressive strength
EN 1015-11 (1999) Method of test for mortar for masonry - Part 11: determination of flexural strength and compressive strength of hardened mortar
Augenti N, Parisi F (2010) Constitutive models for tuff masonry under uniaxial compression. J Mater Civ Eng 22:1102–1111
Pluijm R (1999) Out-of-plane bending of masonry behavior and strength. PhD-thesis-Technische Universiteit Eindhoven
Acknowledgment
This research was funded by NAM under contract numbers UI46268 and UI67339, which is gratefully acknowledged. Test on the CS brick masonry was part of a larger campaign developed in cooperation with ARUP and EUCenter. CS element materials were kindly provided by VNK association.
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2019 RILEM
About this paper
Cite this paper
Jafari, S., Esposito, R., Rots, J.G. (2019). From Brick to Element: Investigating the Mechanical Properties of Calcium Silicate Masonry. In: Aguilar, R., Torrealva, D., Moreira, S., Pando, M.A., Ramos, L.F. (eds) Structural Analysis of Historical Constructions. RILEM Bookseries, vol 18. Springer, Cham. https://doi.org/10.1007/978-3-319-99441-3_64
Download citation
DOI: https://doi.org/10.1007/978-3-319-99441-3_64
Publisher Name: Springer, Cham
Print ISBN: 978-3-319-99440-6
Online ISBN: 978-3-319-99441-3
eBook Packages: EngineeringEngineering (R0)