plastic buckling analysis is presented for infinitely long shear panels in the presence of tensile or compressive loading acting along the principal directions of the plate. Assuming a homogeneous pre-buckling stress state with uniform axial and shear stresses, the critical state at buckling is dete
โฆ LIBER โฆ
Plastic yielding of I-beams under shear, and shear and axial loading
โ Scribed by A.S. Ranshi; N.R. Chitkara; W. Johnson
- Publisher
- Elsevier Science
- Year
- 1976
- Tongue
- English
- Weight
- 955 KB
- Volume
- 18
- Category
- Article
- ISSN
- 0020-7403
No coin nor oath required. For personal study only.
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