Numerical interpretation of the experimental results obtained with flat-jack tests on a brick masonry wall
Title: Numerical interpretation of the experimental results obtained with flat-jack tests on a brick masonry wall
Author(s): M. Acito, L. Binda, G. Cardani, J.M. Guedes
Paper category : conference
Book title: RILEM Symposium on On Site Assessment of Concrete, Masonry and Timber Structures - SACoMaTiS 2008
Editor(s): L. Binda, M. di Prisco, R. Felicetti
Publisher: RILEM Publications SARL
Publication year: 2008
Pages: 693 - 702
Total Pages: 10
Nb references: 16
Abstract: Four numerical simulations of the double flat-jack test on a historic brick masonry wall, using a finite element code, are presented. The aim is to show which of the simulations best fit the experimental results, achieved measuring the strain distribution in the area between the two flat-jacks and also in the area above the upper flat-jack.
The numerical and experimental results allow to compare: i) which is the strain distribution induced by the flat-jacks during the test; ii) which are the main directions of the local compressive and tensile stresses leading to cracks; iii) which of the chosen numerical simulations gives the best fit. Finally, these results show which is the volume of the masonry wall really involved in the test.
Online publication: 2009-05-26
Publication type : full_text
Public price (Euros): 0.00