Behavior of stressed skin corrugated sheet under hydrostatic loads

Mohamed Y. Abd El-Latif*, Mostafa Yossef*, An Chen, Mohamed Elsayad

*Corresponding author for this work

Research output: Contribution to journalArticleScientificpeer-review

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Abstract

Water storage in buildings is an integral part of water supply, which can be used for firefighting and drinking. It can be divided into three categories: elevated, rooftop, and underground water tanks. This paper presents a novel water storage system consisting of thin-walled corrugated steel sheets, which can be installed in a multi-story building on any floor. Compared with a reinforced concrete tank, the integrated steel water tank can be fabricated and installed much faster and store freshwater more easily. To develop the system, a finite element model is developed, which is validated using the on-site measurements. Next, the model is used to conduct a parametric study to evaluate the effects of boundary conditions, panel depth, sheet thickness, trough-to-crest width ratio, and corrugation angle on the behavior of integrated steel water tanks. The model is further used to evaluate the water tank subjected to lateral diaphragm loads and report the tank stiffness under combined loads. Finally, an implementation guide for the steel tank is presented, showing the supporting system, vacuum and magnetic handling of steel panels, robotic welding techniques, and delivery. It can be concluded that the paneled steel tank can be an efficient solution for water storage inside buildings.

Original languageEnglish
Article numbere03343
Number of pages21
JournalCase Studies in Construction Materials
Volume20
DOIs
Publication statusPublished - Jul 2024
MoE publication typeA1 Journal article-refereed

Keywords

  • Corrugated plates
  • Diaphragm action
  • Stressed skin sheet
  • Thin-walled steel
  • Water tanks

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