Corrugated Sheeting as a Member of a Shear Panel Under Repeated Load—Experimental Test

In stressed-skin design, the cladding stiffening effect on structures is taken into account. However, the “traditional” design is more usual, wherein this effect is neglected. Even if the diaphragm actions are not regarded, in particular cases such as big sheds (and others), the parasitic (unwanted)...

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Main Authors: Natalia Korcz-Konkol, Piotr Iwicki
Format: Article
Language:English
Published: MDPI AG 2020-09-01
Series:Materials
Subjects:
Online Access:https://www.mdpi.com/1996-1944/13/18/4032
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spelling doaj-980d05d3d8d6460db7e95c14feb0e6862020-11-25T03:24:34ZengMDPI AGMaterials1996-19442020-09-01134032403210.3390/ma13184032Corrugated Sheeting as a Member of a Shear Panel Under Repeated Load—Experimental TestNatalia Korcz-Konkol0Piotr Iwicki1Department of Metal Structures, Faculty of Civil and Environmental Engineering, Gdańsk University of Technology, ul. G. Narutowicza 11/12, 80-233 Gdańsk, PolandDepartment of Metal Structures, Faculty of Civil and Environmental Engineering, Gdańsk University of Technology, ul. G. Narutowicza 11/12, 80-233 Gdańsk, PolandIn stressed-skin design, the cladding stiffening effect on structures is taken into account. However, the “traditional” design is more usual, wherein this effect is neglected. Even if the diaphragm actions are not regarded, in particular cases such as big sheds (and others), the parasitic (unwanted) stressed-skin action may occur with the result of leakage or even failure. The structures of this kind have already been built. Thus, an important question arises: How can one assess them if there is a need to correct or redesign them? What kind of non-destructive approach can be used to achieve that? Experimental tests of small-scale shear panels made of trapezoidal sheeting were designed in order to observe the behaviour of the diaphragm under increasing and repeated load. The tests were oriented toward force–displacement relations and strains in selected areas of the sheeting. The results revealed nonlinear, hysteretic force–displacement behaviour of the panel and the occurrence of the persistent deflections and stresses which remain even after the unloading. The relation among the stresses, force–displacement paths and modes of failure can be potentially used in monitoring systems of existing buildings in terms of parasitic stressed-skin action.https://www.mdpi.com/1996-1944/13/18/4032steel structuresstressed-skin effectdiaphragm designtrapezoidal sheetingcondition assessment of steel structurestructural health monitoring
collection DOAJ
language English
format Article
sources DOAJ
author Natalia Korcz-Konkol
Piotr Iwicki
spellingShingle Natalia Korcz-Konkol
Piotr Iwicki
Corrugated Sheeting as a Member of a Shear Panel Under Repeated Load—Experimental Test
Materials
steel structures
stressed-skin effect
diaphragm design
trapezoidal sheeting
condition assessment of steel structure
structural health monitoring
author_facet Natalia Korcz-Konkol
Piotr Iwicki
author_sort Natalia Korcz-Konkol
title Corrugated Sheeting as a Member of a Shear Panel Under Repeated Load—Experimental Test
title_short Corrugated Sheeting as a Member of a Shear Panel Under Repeated Load—Experimental Test
title_full Corrugated Sheeting as a Member of a Shear Panel Under Repeated Load—Experimental Test
title_fullStr Corrugated Sheeting as a Member of a Shear Panel Under Repeated Load—Experimental Test
title_full_unstemmed Corrugated Sheeting as a Member of a Shear Panel Under Repeated Load—Experimental Test
title_sort corrugated sheeting as a member of a shear panel under repeated load—experimental test
publisher MDPI AG
series Materials
issn 1996-1944
publishDate 2020-09-01
description In stressed-skin design, the cladding stiffening effect on structures is taken into account. However, the “traditional” design is more usual, wherein this effect is neglected. Even if the diaphragm actions are not regarded, in particular cases such as big sheds (and others), the parasitic (unwanted) stressed-skin action may occur with the result of leakage or even failure. The structures of this kind have already been built. Thus, an important question arises: How can one assess them if there is a need to correct or redesign them? What kind of non-destructive approach can be used to achieve that? Experimental tests of small-scale shear panels made of trapezoidal sheeting were designed in order to observe the behaviour of the diaphragm under increasing and repeated load. The tests were oriented toward force–displacement relations and strains in selected areas of the sheeting. The results revealed nonlinear, hysteretic force–displacement behaviour of the panel and the occurrence of the persistent deflections and stresses which remain even after the unloading. The relation among the stresses, force–displacement paths and modes of failure can be potentially used in monitoring systems of existing buildings in terms of parasitic stressed-skin action.
topic steel structures
stressed-skin effect
diaphragm design
trapezoidal sheeting
condition assessment of steel structure
structural health monitoring
url https://www.mdpi.com/1996-1944/13/18/4032
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