Results of nonlinear finite element analyses of slender unreinforced masonry (URM) hollow walls under eccentric vertical load and with different cavity depths are presented, with emphasis on critical axial loads. The walls were analyzed using a nonlinear finite element formulation that was verified with published results from experiments on slender URM walls. The analysis indicates that for small amounts of bending from eccentricity, critical load decreases as cavity depth increases; while for moderate or large amounts of bending, there exists a nontrivial optimal cavity depth that maximizes the critical load. In some cases, critical load for a hollow wall is larger than that for a similar solid wall. In comparing the analysis results with code provisions for URM stability in the United States of America (USA), the treatment of eccentricity in hollow masonry sections was found to be adequate. However, code provisions cannot be used to simulate the observed reductions in bucking loads associated with compression softening from material plasticity. Moreover, commonly-used effective height factors from elastic stability theory can lead to overestimation of critical axial loads. Further study of these issues is needed.
|Original language||English (US)|
|Number of pages||10|
|Journal||Construction and Building Materials|
|State||Published - Dec 2011|
Bibliographical noteFunding Information:
This project was sponsored by the Division of Civil and Mechanical Systems of the National Science Foundation through grant CMS-9904110 and by the Graduate School of the University of Minnesota through Graduate School and Doctoral Dissertation Fellowships awarded to the first author. This support is gratefully acknowledged.
- Cavity dimension
- Critical load
- Finite element
- Hollow masonry
- Load eccentricity
- Nonlinear analysis
- URM wall