Analysis of Temperature Field of Vertical Lock Joint Metal Roofing System

NIE Ligong; GAO Feng; LIU Boqi; ZHANG Hao; WANG Shupeng; XIAO Yu

doi:10.3724/j.gyjzG23101614

Volume 56 Issue 4

Apr. 2026

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2026 > 56(4): 42-50

NIE Ligong, GAO Feng, LIU Boqi, ZHANG Hao, WANG Shupeng, XIAO Yu. Analysis of Temperature Field of Vertical Lock Joint Metal Roofing System[J]. INDUSTRIAL CONSTRUCTION, 2026, 56(4): 42-50. doi: 10.3724/j.gyjzG23101614

Citation:

NIE Ligong, GAO Feng, LIU Boqi, ZHANG Hao, WANG Shupeng, XIAO Yu. Analysis of Temperature Field of Vertical Lock Joint Metal Roofing System[J]. INDUSTRIAL CONSTRUCTION, 2026, 56(4): 42-50. doi: 10.3724/j.gyjzG23101614

Citation:

PDF( 2185 KB)

Analysis of Temperature Field of Vertical Lock Joint Metal Roofing System

doi: 10.3724/j.gyjzG23101614

1. School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang 050043, China;
2. Station Building Construction Headquarters, China Railway Guangzhou Group Co., Ltd., Guangzhou 510000, China;
3. Railway Architecture Research Institute of China Academy of Railway Sciences Group Co., Ltd., Beijing 100081, China;
3. School of Safety Engineering and Emergency Management, Shijiazhuang Tiedao University, Shijiazhuang 050043, China

Received Date: 2023-10-16
Available Online: 2026-06-06
Publish Date: 2026-04-20

Abstract

Abstract

The temperature effect of solar radiation on a large-span metal roofing system under insolation is very significant. In this paper， the temperature field of the roof panel and its changing law were studied by taking a vertical locking seam aluminium alloy roof as the object. Considering the influence of different horizontal inclination angles and panel orientation on the temperature of the roof panel， ANSYS thermal analysis module was used for upright lock seam roof system roof panel to establish a finite element model considering the air convection heat transfer， ambient long-wave radiation heat transfer， solar radiation and other factors， analysed the roof of the various positions in the solar irradiation of the temperature distribution law. At the same time， to carry out tests to verify the results of numerical simulation， according to the test results， a detailed analysis of the temperature field and the change rule of the roof panel under natural environmental conditions， the test results verify the feasibility of the simulation method. The results show that the aluminium alloy roof panel is a heat-sensitive component， in the sunshine under the action of a very short period of time rapid warming， no solar radiation when the roof temperature drops rapidly， the sun direct radiation is the main influence of the temperature rise， the same moment the roof temperature field tends to be consistent distribution is more uniform. The maximum temperature of the roof panel reaches 66.93 ℃， and the temperature difference with the environment reaches 33.93 ℃. It will be more obvious in the actual large-span aluminium alloy roofing system.
- numerical simulation,
- temperature field,
- solar radiation,
- metal roof panels

FullText(HTML)

References(21)

References

[1]	王乐. 复杂空间金属屋面复合系统应用技术［J］. 门窗，2017（1）：225.
[2]	LEE J H，KALKAN I. Analysis of thermal environmental effects on precast，prestressed concrete bridge girders:temperature differentials and thermal deformations［J］. Advances in Structural Engineering，2012，15（3）：447-459.
[3]	KIM S H，CHO K I，WON J H，et al. A study on thermal behaviour of curved steel box girder bridges considering solar radiation［J］. Archives of Civil & Mechanical Engineering，2009，9（3）：59-76.
[4]	ABID S R，TAYI N，ZAKA M. Experimental analysis of temperature gradients in concrete box-girders［J］. Construction and Building Materials，2016，106：523-532.
[5]	NOORZAEI J，BAYAGOOB K H，THANOON W A，et al. Thermal and stress analysis of Kinta RCC dam［J］. Engineering Structures，2006，28（13）：1795-1802.
[6]	GENG L，TAN C，YAN Y，et al. Correction of the temperature effect in calibration of a solar radio telescope［J］. Research in Astronomy and Astrophysics，2021，21（6）：221-230.
[7]	GREVE A，MANGUM J G. Mechanical measurements of the ALMA prototype antennas［J］. IEEE Antennas and Propagation Magazine，2008，50（2）：66-80.
[8]	YANG G T，BRADFORD M A，et al. Thermal-induced upheaval buckling of concrete pavements incorporating the effects of temperature gradient［J］. Engineering Structures，2018，164：316-324.
[9]	EASLEY J J T. Buckling formulas for corrugated metal shear diaphragms［J］. Journal of the Structural Division，1975，101（7）：1403-1417.
[10]	宋爱国，王福然. 北京地区晴天太阳辐射模型初探［J］. 太阳能学报，1993（3）：251-255.
[11]	陈志华，刘红波，闫翔宇，等. 茌平体育馆弦支穹顶叠合拱结构的温度场研究［J］. 空间结构，2010，16（1）：76-81.
[12]	盛一安，王柏生. 钢结构构件日照温度场和温度作用取值研究［J］. 低温建筑技术，2021，43（6）：52-57.
[13]	金晓飞，范峰，李景芳. 山西三馆日照非均匀温度作用分析［J］. 空间结构，2012，18（3）：80-85.
[14]	刘树堂，龙期亮. 基于ASHRAE晴空模型的日照作用下钢构件的温度场分析［J］. 建筑钢结构进展，2012（5）：35-43.
[15]	刘红波，陈志华，周婷. 太阳辐射作用下钢管温度场分析［J］. 空间结构，2011，17（2）：65-71.
[16]	王明明，辛志勇，区彤，等. 直立锁边铝合金屋面系统温度效应试验研究［J］. 工业建筑，2021，51（8）：126-136.
[17]	王彦峰，吴小蕙，范绍有，等. 有无抗风夹直立锁边屋面系统温度效应试验研究［J］. 建筑科学，2022，38（9）：122-128.
[18]	任建，苗吉军，李健，等. 连续焊接不锈钢金属屋面系统温度循环作用下工作性能试验研究与理论分析［J］. 建筑结构，2021，51（18）：62-68.
[19]	仇子文，刘才玮，胡靖，等. 环境温度作用下连续焊接不锈钢屋面系统静动力性能分析［J］. 工业建筑，2025，55（11）：36-44.
[20]	SINGH M，GULATI R，SRINIVASAN R S，et al. Three-dimensional heat transfer analysis of metal fasteners in roofing assemblies［J］. Buildings，2016，6（4）：49.
[21]	WANG D，XIN Z，WANG M，et al. Analysis of temperature field and effect of cold-formed stainless steel roof panels［J］. Journal of Constructional Steel Research，2022，198：107575.