|
|
|
|
|
Bin Wu, Jia-Ning Wu, Yan Lu, Wei-Yi Zhang, Dong Zhang and Song-Han Wang
An ordinary double steel plate?concrete composite wall (ODSC wall) is composed of core concrete, the faceplates, and shear connectors such as studs, etc. Based on an ODSC wall, a new type of stiffened double steel plate?concrete composite wall (SDSC wall...
ver más
|
|
|
|
|
|
|
|
|
|
|
Guangyu Guo, Jinju Cui and Deyu Wang
Bows and stems are often subjected to wave slamming loads. Stiffened plates with curvatures in both longitudinal and transversal directions are the basic members of these structures. As a result, it is important to investigate the lateral ultimate streng...
ver más
|
|
|
|
|
|
|
|
|
|
|
S. Saad-Eldeen and Yordan Garbatov
This study presents experimental and numerical analyses of compressive collapse tests of initially corroded steel-stiffened plates with multiple circular openings, which may be used as tank wash plates. The ultimate load-carrying capacity and the relevan...
ver más
|
|
|
|
|
|
|
|
|
|
|
Chuan Xie, Weixing Yao, Danfa Zhou and Caijun Xue
The main concern of the paper is the concurrent treatment of size and layout variables in the static?dynamic coupled layout optimization of stiffened plates. As compared to size optimization alone, layout optimization is a more challenging task, and the ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Wei Cai, Zhihui Zhou, Xudong Qian, Dongfeng Cao, Shuxin Li, Ling Zhu and Haixiao Hu
A reliable finite element procedure to simulate shear-dominated ductile fractures in large-scale, thin-walled steel structures is still evolving primarily due to the challenges in determining the failure criterion of metal materials under complex stress ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Qi Zhang, Hongqi Yang, Shuang Wu, Wenbo Cheng, Yuanhua Liang and Yi Huang
Different buckling failure modes of stiffened panels will result in differences in ultimate strengths. In this study, the benchmark model of the bottom of bulk carrier with appropriate initial imperfections, boundary conditions and mesh size are selected...
ver más
|
|
|
|
|
|
|
|
|
|
|
Krzysztof Woloszyk and Yordan Garbatov
The present study reviews the recent advances in modelling and analyses the strength of corroded ship structures. Firstly, the time-variant methodologies that consider only the mean structural element thickness loss due to corrosion degradation are ident...
ver más
|
|
|
|
|
|
|
|
|
|
|
Jianian He, Yicheng Li, Shuhong Lin, Xian Dong and Shizhe Chen
Two types of lateral resistance structural systems, namely unstiffened steel plate shear walls (USPSWs) and stiffened steel plate shear walls (SSPSWs), are typically used in high-rise structures. Numerous experimental and numerical studies have been cond...
ver más
|
|
|
|
|
|
|
|
|
|
|
Mesut Tekgoz and Yordan Garbatov
Ship structures are subjected to complex sea loading conditions, leading to a sophisticated structural design to withstand and avoid structural failure. Structural capacity assessment, particularly of the longitudinal strength, is crucial to ensure the s...
ver más
|
|
|
|
|
|
|
|
|
|
|
Yeon-Hyeok Park, Seong-Cheol Kwon, Kyung-Rae Koo and Hyun-Ung Oh
Whole-spacecraft launch-vibration isolation systems are attractive for achieving the goal of better, faster, cheaper, and lighter small satellites by reducing the design-load and vibration-test specifications for on-board components. In this study, a thr...
ver más
|
|
|
|
|
|