The generalised plane state assumption is examined in order to assess its ability to represent in a simplified fashion three-dimensional effects in the behaviour of planar masonry structures subjected to in-plane loads. Realistic failure mode and load-bearing capacity predictions for various loading
β¦ LIBER β¦
Stiffening effect of uncracked bricks in the stability of masonry piers
β Scribed by R. Frisch-Fay
- Publisher
- Elsevier Science
- Year
- 1980
- Tongue
- English
- Weight
- 331 KB
- Volume
- 16
- Category
- Article
- ISSN
- 0020-7683
No coin nor oath required. For personal study only.
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Mode 1 and 2 stress intensity factors for stiffened, cracked plates were calculated for panels loaded both in tension and shear by the finite element method. The influence of stringer thickness, rivet spacing and stringer stress intensity factors and stringer stresses were analyzed. The influence of