Record number :
1643630
Title of article :
Experimental and numerical investigation of masonry under three-point bending (in-plane)
Author/Authors :
Krit Chaimoon، نويسنده , , Krit and Attard، نويسنده , , Mario M.، نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 2009
Pages :
10
From page :
103
To page :
112
Abstract :
The aim of this study is to investigate the failure and post-peak behaviour of masonry panels with low bond strength mortar under three-point bending (TPB) both experimentally and numerically. Full-scale masonry panels with two different mortar strengths were tested under TPB. The material parameters were obtained from compression, TPB and shear tests on bricks and brick–mortar interfaces. The experimental results are detailed. Adopted for the numerical study was a micro-model finite element formulation in which masonry is modelled using expanded brick units with zero thickness brick–mortar interfaces. The simulation of the masonry TPB tests compared well with the experimental results. Investigations were the crack propagation through the masonry and the effects of dilatancy on the post peak response.
Keywords :
Unreinforced masonry , Three-point bending , Softening , fracture
Journal title :
Engineering Structures
Journal title :
Engineering Structures
Serial Year :
2009
Link To Document :
بازگشت