Local Buckling Charateristics According to the Curvature of Curved Panels Stiffened with U-Ribs Under In-plane Compression
Author:
Publisher
Korean Society of Hazard Mitigation
Subject
General Medicine
Link
http://ocean.kisti.re.kr/downfile/crosscheck/kosham/JAKO201625749460648.pdf
Reference5 articles.
1. Bending Stiffness Requirement for Closed-Section Longitudinal Stiffeners of Isotropic Material Plates under Uniaxial Compression
2. Evaluation of Local Buckling Strength of Stiffened Plates under Uni-axial Compression due to Closed-section Rib Stiffness
3. Increasing Effect in Local Buckling Strength of Laminated Composite Plates Stiffened with Closed-section Ribs under Uniaxial Compression
4. Explicit local buckling analysis and design of fiber–reinforced plastic composite structural shapes
Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Buckling Strength Increment of Curved Panels Due to Rotational Stiffness of Closed-Section Ribs Under Uniaxial Compression;International Journal of Steel Structures;2018-08-14
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