Study on Elasto-Plastic Stability Bearing Capacities for K6 Single-Layer Reticulated Shells under Fire Conditions

Abstract:

The elastic modulus of steel will decrease in case of high temperature which makes the reticulated shells easier to have the global instability phenomenon. In order to obtain the elasto-plastic stability bearing capacities for K6 single-layer reticulated shells [1], nonlinear finite analysis compete process was conducted by ANAYS software under on the two typical cases which include global non-uniform temperature distribution and localized high temperature. Based on the calculation formula for single-layer reticulated shells at ambient temperature, the calculation formula for elasto-plastic stability bearing capacity for K6 single-layer reticulated shells was obtained.

• Periodical: Applied Mechanics and Materials (Volumes 204-208)
• Pages: 1174-1178
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.204-208.1174
• Online since: October 2012
• Authors: Yin Bai, Jian Lei Zhai, Yong Jiu Shi, Yuan Qing Wang
• Keywords: Calculation Formula, Elasto-Plastic Stability Bearing Capacity, Fire Disaster, K6 Single-Layer Reticulated Shells

References

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[2] Y. Bai, Y.Q. Wang, Y.J. Shi, Elasto-plastic stability bearing capacity calculation for K8 single-layer reticulated shells under fire conditions, Beijing University of Technology Journal. [phone].

DOI: 10.4028/www.scientific.net/amm.204-208.1174

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