Reference : Impact of the height imperfections of masonry blocks on the load bearing capacity of ...
Scientific journals : Article
Engineering, computing & technology : Civil engineering
Sustainable Development
http://hdl.handle.net/10993/33847
Impact of the height imperfections of masonry blocks on the load bearing capacity of dry-stack masonry walls
English
Chewe Ngapeya, Gelen Gael mailto [University of Luxembourg > Faculty of Science, Technology and Communication (FSTC) > Engineering Research Unit >]
Waldmann, Danièle mailto [University of Luxembourg > Faculty of Science, Technology and Communication (FSTC) > Engineering Research Unit >]
Scholzen, Frank [University of Luxembourg > Faculty of Science, Technology and Communication (FSTC) > Engineering Research Unit >]
20-Mar-2018
Journal of Construction and Building Materials (TOP10 journal)
ELSEVIER
165
898-913
Yes (verified by ORBilu)
International
0950-0618
[en] Dry-stacked masonry block ; load percolation ; height imperfections
[en] Dry-stacked masonry walls gives rise to geometric
imperfections: the height variation of different masonry blocks ΔH and
the roughness of the support area Δh. This paper studies the effect of ΔH
on the structural response and the load bearing capacity of masonry walls
by highlighting the load percolation. Furthermore, an algorithm was
developed to define a stress multiplier coefficient respecting the
imperfections ΔH. The algorithm allowed predicting 77% of the amplified
stress compared to the FE analysis and showed that the geometric
imperfections govern the load percolation in a wall as well as the
cracking mode and the bearing capacity.
Researchers ; Professionals
http://hdl.handle.net/10993/33847
https://authors.elsevier.com/sd/article/S0950061817325795

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