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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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 |
work_keys_str_mv |
AT nataliakorczkonkol corrugatedsheetingasamemberofashearpanelunderrepeatedloadexperimentaltest AT piotriwicki corrugatedsheetingasamemberofashearpanelunderrepeatedloadexperimentaltest |
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