Yaning Zhang , Ying Sun , Bo Liu , Tengfei Wang , Yang Yu , Qiming Zhu , Zhenggang Cao
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引用次数: 0
Abstract
Few studies have investigated the fire safety of air-supported membrane structures with cable nets. Given the multiple physical fields and scales involved, this study proposes a simplified sequential thermal-mechanical analysis method to study the impact of cable nets on membrane roof failure. Three key issues in the simulation are addressed through tests on heat transfer, cable force measurement and fire damage. Specifically, a two-dimensional heat transfer analysis is applied to determine the fine-scale temperature distribution within cable net, based on the temperature field of membrane roof by large eddy simulation. The cable-membrane interaction under high temperature is comprehensively analyzed using co-nodal and friction-slip models. The Tsai-Hill failure criterion is employed to characterize the failure of the stressed membrane roof. Finally, a parametric analysis is carried out on a full-scale structure, considering different cable net types, fire power, fire growth rates, and fire positions. Results show that when the maximum temperature of the membrane roof is below 70 °C, the influence of non-uniform temperature field on structural mechanical properties is minimal. The cable net reduces membrane roof stress under fire conditions, slightly raising the safe temperature limits of the membrane roof. However, the faster temperature rise rate of the membrane roof during fires leads to less contribution of the cable nets in delaying the failure time. The insights could help the development of fire safety standards for air-supported membrane structures.
期刊介绍:
Thin-walled structures comprises an important and growing proportion of engineering construction with areas of application becoming increasingly diverse, ranging from aircraft, bridges, ships and oil rigs to storage vessels, industrial buildings and warehouses.
Many factors, including cost and weight economy, new materials and processes and the growth of powerful methods of analysis have contributed to this growth, and led to the need for a journal which concentrates specifically on structures in which problems arise due to the thinness of the walls. This field includes cold– formed sections, plate and shell structures, reinforced plastics structures and aluminium structures, and is of importance in many branches of engineering.
The primary criterion for consideration of papers in Thin–Walled Structures is that they must be concerned with thin–walled structures or the basic problems inherent in thin–walled structures. Provided this criterion is satisfied no restriction is placed on the type of construction, material or field of application. Papers on theory, experiment, design, etc., are published and it is expected that many papers will contain aspects of all three.