Experimental Study on Static Wind Uplift Resistance of Roofing Systems

Metal roof systems were widely utilized in various important buildings; however, cases of wind damage were often observed. In this paper, wind uplift tests of standing seam aluminum magnesium manganese and continuous welded stainless-steel roof systems were conducted, and the wind resistance bearing...

Full description

Bibliographic Details
Published in:Buildings
Main Authors: Laixiu Cheng, Junfeng Cheng
Format: Article
Language:English
Published: MDPI AG 2023-12-01
Subjects:
Online Access:https://www.mdpi.com/2075-5309/14/1/65
_version_ 1850071412715290624
author Laixiu Cheng
Junfeng Cheng
author_facet Laixiu Cheng
Junfeng Cheng
author_sort Laixiu Cheng
collection DOAJ
container_title Buildings
description Metal roof systems were widely utilized in various important buildings; however, cases of wind damage were often observed. In this paper, wind uplift tests of standing seam aluminum magnesium manganese and continuous welded stainless-steel roof systems were conducted, and the wind resistance bearing capacity and mechanical properties of key joints in the two roof systems were compared and analyzed. Strain gauges and displacement sensors were arranged at different structural layers and key nodes of the roof system to compare and analyze the stress and displacement changes. The results showed that the wind resistance capacity of the continuous welded stainless-steel roof system was more than 25% higher than that of the standing seam aluminum magnesium manganese roof system. The stress and displacement of the roof system gradually increased with the increase in wind load. Obvious differences in stress at different positions of the two roof systems were identified. The stress at the roof panel of the roof system was greater than that of other structural layers, and the maximum displacement of the roof panel in the elastic stage could reach more than 97.5 mm. The fitting coefficient between the test and the finite element was 0.976, and the ultimate bearing capacity of Specimen B was 479.64 MPa. The research results of this paper can provide some data support and reference for engineering design and applications.
format Article
id doaj-art-26a89a4f380c4eaaa7c2e4e3f17fe5a0
institution Directory of Open Access Journals
issn 2075-5309
language English
publishDate 2023-12-01
publisher MDPI AG
record_format Article
spelling doaj-art-26a89a4f380c4eaaa7c2e4e3f17fe5a02025-08-20T00:17:10ZengMDPI AGBuildings2075-53092023-12-011416510.3390/buildings14010065Experimental Study on Static Wind Uplift Resistance of Roofing SystemsLaixiu Cheng0Junfeng Cheng1School of Resources and Architectural Engineering, Gannan University of Science and Technology, Ganzhou 341000, ChinaSchool of Civil Engineering, Central South University, Changsha 410075, ChinaMetal roof systems were widely utilized in various important buildings; however, cases of wind damage were often observed. In this paper, wind uplift tests of standing seam aluminum magnesium manganese and continuous welded stainless-steel roof systems were conducted, and the wind resistance bearing capacity and mechanical properties of key joints in the two roof systems were compared and analyzed. Strain gauges and displacement sensors were arranged at different structural layers and key nodes of the roof system to compare and analyze the stress and displacement changes. The results showed that the wind resistance capacity of the continuous welded stainless-steel roof system was more than 25% higher than that of the standing seam aluminum magnesium manganese roof system. The stress and displacement of the roof system gradually increased with the increase in wind load. Obvious differences in stress at different positions of the two roof systems were identified. The stress at the roof panel of the roof system was greater than that of other structural layers, and the maximum displacement of the roof panel in the elastic stage could reach more than 97.5 mm. The fitting coefficient between the test and the finite element was 0.976, and the ultimate bearing capacity of Specimen B was 479.64 MPa. The research results of this paper can provide some data support and reference for engineering design and applications.https://www.mdpi.com/2075-5309/14/1/65roof systemsexperimental investigationstatic loadwind-resistant analysismechanical property
spellingShingle Laixiu Cheng
Junfeng Cheng
Experimental Study on Static Wind Uplift Resistance of Roofing Systems
roof systems
experimental investigation
static load
wind-resistant analysis
mechanical property
title Experimental Study on Static Wind Uplift Resistance of Roofing Systems
title_full Experimental Study on Static Wind Uplift Resistance of Roofing Systems
title_fullStr Experimental Study on Static Wind Uplift Resistance of Roofing Systems
title_full_unstemmed Experimental Study on Static Wind Uplift Resistance of Roofing Systems
title_short Experimental Study on Static Wind Uplift Resistance of Roofing Systems
title_sort experimental study on static wind uplift resistance of roofing systems
topic roof systems
experimental investigation
static load
wind-resistant analysis
mechanical property
url https://www.mdpi.com/2075-5309/14/1/65
work_keys_str_mv AT laixiucheng experimentalstudyonstaticwindupliftresistanceofroofingsystems
AT junfengcheng experimentalstudyonstaticwindupliftresistanceofroofingsystems