Estimation Method of Wind-Induced Fatigue of Metal Roof Claddings under Typhoon: Numerical Analysis and Experimental Comparison
Source abstract
Abstract
Equivalent load cycle sequence (ELCS) is important basic information to know that affects the reliability of the evaluation of wind-induced fatigue on metal roof claddings. In this study, an estimation method of wind-induced fatigue of metal roof claddings is proposed. Based on the measured wind pressure–time history data of the roof claddings on a full-scale low-rise building located along the coast of South China during a typhoon, a new ELCS (NELCS) that reflects typhoon and actual structure wind pressure characteristics in China’s coastal areas is obtained by using the rainflow counting method. The locations of fatigue hot spots of metal roof panels are analyzed by using the finite element analysis method, and the relationship between hot spot stress and wind pressure is obtained. The fatigue damage accumulation of metal roof claddings under the ELCS of a typhoon process is counted by the linear cumulative fatigue theory, commonly known as Miner’s rule. The fatigue damage accumulation of roof claddings with different purlin distances and design wind loads is analyzed using this method and then compared with the results from the dynamic loading test of an air chamber. Results show that the physical test findings are close to the numerical calculation results, which proves that the numerical calculation method has high accuracy and reliability. The comparison between NELCS in this study and the Australian standard low-high-low (LHL) sequence shows that the LHL loading sequence is conservative.
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Research context
OpenAlex topics: Tropical and Extratropical Cyclones Research · Wind and Air Flow Studies · Meteorological Phenomena and Simulations
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou 510641, China
China Construction Second Engineering Bureau Co., Ltd., South China Company, Shenzhen 518048, China
Department of Civil and Architectural Engineering, City University of Hong Kong, Hong Kong
Funding
National Natural Science Foundation of China
References (33)
Show source-provided references
1. Increasing Destructiveness of Tropical Cyclones over the Past 30 Years10.1038/nature03906 ↗
2. Tropical Cyclones and Climate Change10.1038/ngeo779 ↗
3. Changes in Tropical Cyclone Number, Duration, and Intensity in a Warming Environment10.1126/science.1116448 ↗
4. Intensification of Landfalling Typhoons over the Northwest Pacific since the Late 1970s10.1038/ngeo2792 ↗
5. Change in Destructiveness of Landfalling Tropical Cyclones over China in Recent Decades10.1175/JCLI-D-16-0258.1 ↗
6. Holmes, J.D., and Mullins, P.J. (1976). Darwin Area Building Manual.
7. Melbourne, W.H. (1977). Loading cycles for simulation of wind loading. Proceeding Workshop on Guidelines for Cyclone Product Testing and Evaluation, Experimental Building Station.
8. Computer Simulation of the Fatigue Behaviour of Roof Cladding During the Passage of a Tropical Cyclone10.1016/0167-6105(94)90005-1 ↗
9. (1978). Guidelines for the Testing and Evaluation of Products for Cyclone-Prone Areas. Technical Record 440, Experimental Building Station.
10. Wind-Resistant Low-Rise Buildings in the Tropics10.1061/(ASCE)0887-3828(1995)9:4(330) ↗
11. Towards an Appropriate Fatigue Loading Sequence for Roof Claddings in Cyclone Prone Areas10.1016/0141-0296(95)00049-D ↗
12. Australian Building Codes Board (2016). National Construction Code (NCC).
13. A New Recommended Load Cycle for Dynamic Wind-Resistant Test of Roof System Based on the Principle of Damage Equivalence10.1016/j.jobe.2021.103911 ↗
14. Response of Pierced Fixed Corrugated Steel Roofing Systems Subjected to Wind Loads10.1016/j.engstruct.2011.08.020 ↗
15. Wind Induced Fatigue of Metal Roof Cladding During Severe Tropical Cyclones
16. Characterising Fatigue Macrocrack Initiation in Profiled Steel Roof Cladding10.1016/j.engstruct.2016.07.020 ↗
17. Unified Static-Fatigue Pull-through Capacity Equations for Cold-Formed Steel Roof Battens10.1016/j.jcsr.2017.09.027 ↗
18. Pull-through Capacities of Cold-Formed Steel Roof Battens Considering Loading Rate Sensitivity10.1016/j.engstruct.2018.09.008 ↗
19. Fatigue Damage Models for Steel Roof Battens Subject to Variable Amplitude Cyclic Wind Suction Loading10.1016/j.tws.2019.01.030 ↗
20. Numerical Studies and Design of Thin Steel Roof Battens Subject to Pull-through Failures10.1016/j.engstruct.2017.05.038 ↗
21. Pull-out Capacity of Multiple Screw Fastener Connections in Cold-Formed Steel Roof Battens10.1016/j.jcsr.2018.01.013 ↗
22. Wind-Resistance Performance Investigation of 360° Vertical Seam-Locked Roof System Reinforced by Sliding Support and Sandwich Panel10.1016/j.jobe.2021.103689 ↗
23. Reliability Analysis of Roof Sheathing Panels Exposed to a Hurricane Wind10.1016/j.strusafe.2010.08.003 ↗
24. Vulnerability Analysis of Steel Roofing Cladding: Influence of Wind Directionality10.1016/j.engstruct.2017.11.068 ↗
25. Damage Estimation of Roof Panels Considering Wind Loading Correlation10.1016/j.jweia.2016.05.009 ↗
26. Wind-induced vibration and fatigue analysis of long span lattice structures considering distribution of wind speed and direction
27. Fast Evaluation of Fatigue Behavior of Q235 Steel by Infrared Thermography and Energy Approach
28. Cumulative Damage in Fatigue10.1115/1.4009458 ↗
29. Fatigue of Metals Subjected to Varying Stress
30. Field Measurements of Extreme Pressures on a Flat Roof of a Low-Rise Building During Typhoons10.1016/j.jweia.2012.08.003 ↗
31. Test of Screw Fastened Profiled Roofing Sheets Subject to Simulated Wind Uplift10.1016/0141-0296(93)90060-H ↗
32. Local Plastic Failure of Light Gauge Steel Roofing Sheets: Finite Element Analysis Versus Experiment10.1016/0143-974X(94)90047-7 ↗
33. Parameter Determination of Mooney-Rivlin Model and Finite Element Simulation of the Compression Deformation of Rubber Rail Fastener