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Experimental and numerical studies on the static and the dynamic behaviors of embedded cable support (ECS) glass facade system
•The sealing of adjacent double IGUs has little effect on the structure.•The structural deflection is the controlling factor for ECS glass facades.•Preloads on cables have a significant effect on the static and the dynamic behaviors of ECS glass facades.•The effects of glass panel thickness and cabl...
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Published in: | Engineering structures 2019-01, Vol.178, p.521-533 |
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creator | Wang, Yuanqing Wang, Zongyi Xu, Kang Shi, Yongjiu Du, Xinxi |
description | •The sealing of adjacent double IGUs has little effect on the structure.•The structural deflection is the controlling factor for ECS glass facades.•Preloads on cables have a significant effect on the static and the dynamic behaviors of ECS glass facades.•The effects of glass panel thickness and cable diameter on the structure are relatively small.
Embedded cable support (ECS) glass facades are increasingly used in architectures, due to their good-looking appearance. In order to study the static and the dynamic behaviors of ECS glass facades, static and dynamic loading tests are carried out. The structural deflections, the axial forces of cables, and the natural frequencies under various test conditions are measured. Two finite element (FE) models are established in ABAQUS and calibrated by the test data. A parametric study is conducted to discuss the effects of preload, glass panel thickness, and cable diameter on the static and the dynamic behaviors of ECS glass facades. The results show that the sealing of adjacent insulated glasses has little effect on the structure. The structural deflection is the controlling factor for ECS glass facades, while the Mises stresses on the glasses are fairly low. The discrepancy of the results obtained from the two FE models is small. Preloads on cables have a significant effect on the static and the dynamic behaviors of ECS glass facades, whereas the effects of glass panel thickness and cable diameter on the structure are relatively small. |
doi_str_mv | 10.1016/j.engstruct.2018.10.061 |
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Embedded cable support (ECS) glass facades are increasingly used in architectures, due to their good-looking appearance. In order to study the static and the dynamic behaviors of ECS glass facades, static and dynamic loading tests are carried out. The structural deflections, the axial forces of cables, and the natural frequencies under various test conditions are measured. Two finite element (FE) models are established in ABAQUS and calibrated by the test data. A parametric study is conducted to discuss the effects of preload, glass panel thickness, and cable diameter on the static and the dynamic behaviors of ECS glass facades. The results show that the sealing of adjacent insulated glasses has little effect on the structure. The structural deflection is the controlling factor for ECS glass facades, while the Mises stresses on the glasses are fairly low. The discrepancy of the results obtained from the two FE models is small. Preloads on cables have a significant effect on the static and the dynamic behaviors of ECS glass facades, whereas the effects of glass panel thickness and cable diameter on the structure are relatively small.</description><identifier>ISSN: 0141-0296</identifier><identifier>EISSN: 1873-7323</identifier><identifier>DOI: 10.1016/j.engstruct.2018.10.061</identifier><language>eng</language><publisher>Kidlington: Elsevier Ltd</publisher><subject>Axial forces ; Building facades ; Cables ; Computer simulation ; ECS glass facades ; Embedded systems ; Facades ; Finite element ; Finite element analysis ; Finite element method ; Glass ; Iron ; Mathematical models ; Mechanical loading ; Natural frequency ; Numerical analysis ; Resonant frequencies ; Shear strength ; Static behavior ; Structural deflection ; Thickness</subject><ispartof>Engineering structures, 2019-01, Vol.178, p.521-533</ispartof><rights>2018 Elsevier Ltd</rights><rights>Copyright Elsevier BV Jan 1, 2019</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c343t-7e24e40bfeee53b2cc898a65a57f88ed46ab001b2016d3cbdcfe1f81836652493</citedby><cites>FETCH-LOGICAL-c343t-7e24e40bfeee53b2cc898a65a57f88ed46ab001b2016d3cbdcfe1f81836652493</cites><orcidid>0000-0003-1470-1177</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids></links><search><creatorcontrib>Wang, Yuanqing</creatorcontrib><creatorcontrib>Wang, Zongyi</creatorcontrib><creatorcontrib>Xu, Kang</creatorcontrib><creatorcontrib>Shi, Yongjiu</creatorcontrib><creatorcontrib>Du, Xinxi</creatorcontrib><title>Experimental and numerical studies on the static and the dynamic behaviors of embedded cable support (ECS) glass facade system</title><title>Engineering structures</title><description>•The sealing of adjacent double IGUs has little effect on the structure.•The structural deflection is the controlling factor for ECS glass facades.•Preloads on cables have a significant effect on the static and the dynamic behaviors of ECS glass facades.•The effects of glass panel thickness and cable diameter on the structure are relatively small.
Embedded cable support (ECS) glass facades are increasingly used in architectures, due to their good-looking appearance. In order to study the static and the dynamic behaviors of ECS glass facades, static and dynamic loading tests are carried out. The structural deflections, the axial forces of cables, and the natural frequencies under various test conditions are measured. Two finite element (FE) models are established in ABAQUS and calibrated by the test data. A parametric study is conducted to discuss the effects of preload, glass panel thickness, and cable diameter on the static and the dynamic behaviors of ECS glass facades. The results show that the sealing of adjacent insulated glasses has little effect on the structure. The structural deflection is the controlling factor for ECS glass facades, while the Mises stresses on the glasses are fairly low. The discrepancy of the results obtained from the two FE models is small. Preloads on cables have a significant effect on the static and the dynamic behaviors of ECS glass facades, whereas the effects of glass panel thickness and cable diameter on the structure are relatively small.</description><subject>Axial forces</subject><subject>Building facades</subject><subject>Cables</subject><subject>Computer simulation</subject><subject>ECS glass facades</subject><subject>Embedded systems</subject><subject>Facades</subject><subject>Finite element</subject><subject>Finite element analysis</subject><subject>Finite element method</subject><subject>Glass</subject><subject>Iron</subject><subject>Mathematical models</subject><subject>Mechanical loading</subject><subject>Natural frequency</subject><subject>Numerical analysis</subject><subject>Resonant frequencies</subject><subject>Shear strength</subject><subject>Static behavior</subject><subject>Structural deflection</subject><subject>Thickness</subject><issn>0141-0296</issn><issn>1873-7323</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2019</creationdate><recordtype>article</recordtype><recordid>eNqFkMtOwzAQRS0EEqXwDVhiA4sEPxLHXVZVeUiVWABry7Enbarmge1UdMO341DEltXoztw7ozkIXVOSUkLF_TaFdu2DG0xIGaEydlMi6AmaUFnwpOCMn6IJoRlNCJuJc3Th_ZYQwqQkE_S1_OzB1Q20Qe-wbi1uhyY2TFQ-DLYGj7sWhw1EqUNtfjyjtIdWN1GXsNH7unPRV2FoSrAWLDa63MXI0PedC_h2uXi9w-ud9h5X2mgbRwcfoLlEZ5Xeebj6rVP0_rB8Wzwlq5fH58V8lRie8ZAUwDLISFkBQM5LZoycSS1ynReVlGAzoUtCaBn_F5ab0poKaCWp5ELkLJvxKbo57u1d9zGAD2rbDa6NJxWjQhRZQRiJruLoMq7z3kGl-ohGu4OiRI2w1Vb9wVYj7HEQYcfk_JiE-MS-Bqe8qaE1YGsH0Wu7-t8d35RJjoY</recordid><startdate>20190101</startdate><enddate>20190101</enddate><creator>Wang, Yuanqing</creator><creator>Wang, Zongyi</creator><creator>Xu, Kang</creator><creator>Shi, Yongjiu</creator><creator>Du, Xinxi</creator><general>Elsevier Ltd</general><general>Elsevier BV</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>7ST</scope><scope>8BQ</scope><scope>8FD</scope><scope>C1K</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope><scope>SOI</scope><orcidid>https://orcid.org/0000-0003-1470-1177</orcidid></search><sort><creationdate>20190101</creationdate><title>Experimental and numerical studies on the static and the dynamic behaviors of embedded cable support (ECS) glass facade system</title><author>Wang, Yuanqing ; Wang, Zongyi ; Xu, Kang ; Shi, Yongjiu ; Du, Xinxi</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c343t-7e24e40bfeee53b2cc898a65a57f88ed46ab001b2016d3cbdcfe1f81836652493</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2019</creationdate><topic>Axial forces</topic><topic>Building facades</topic><topic>Cables</topic><topic>Computer simulation</topic><topic>ECS glass facades</topic><topic>Embedded systems</topic><topic>Facades</topic><topic>Finite element</topic><topic>Finite element analysis</topic><topic>Finite element method</topic><topic>Glass</topic><topic>Iron</topic><topic>Mathematical models</topic><topic>Mechanical loading</topic><topic>Natural frequency</topic><topic>Numerical analysis</topic><topic>Resonant frequencies</topic><topic>Shear strength</topic><topic>Static behavior</topic><topic>Structural deflection</topic><topic>Thickness</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Wang, Yuanqing</creatorcontrib><creatorcontrib>Wang, Zongyi</creatorcontrib><creatorcontrib>Xu, Kang</creatorcontrib><creatorcontrib>Shi, Yongjiu</creatorcontrib><creatorcontrib>Du, Xinxi</creatorcontrib><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>Environment Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>Environment Abstracts</collection><jtitle>Engineering structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Wang, Yuanqing</au><au>Wang, Zongyi</au><au>Xu, Kang</au><au>Shi, Yongjiu</au><au>Du, Xinxi</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Experimental and numerical studies on the static and the dynamic behaviors of embedded cable support (ECS) glass facade system</atitle><jtitle>Engineering structures</jtitle><date>2019-01-01</date><risdate>2019</risdate><volume>178</volume><spage>521</spage><epage>533</epage><pages>521-533</pages><issn>0141-0296</issn><eissn>1873-7323</eissn><abstract>•The sealing of adjacent double IGUs has little effect on the structure.•The structural deflection is the controlling factor for ECS glass facades.•Preloads on cables have a significant effect on the static and the dynamic behaviors of ECS glass facades.•The effects of glass panel thickness and cable diameter on the structure are relatively small.
Embedded cable support (ECS) glass facades are increasingly used in architectures, due to their good-looking appearance. In order to study the static and the dynamic behaviors of ECS glass facades, static and dynamic loading tests are carried out. The structural deflections, the axial forces of cables, and the natural frequencies under various test conditions are measured. Two finite element (FE) models are established in ABAQUS and calibrated by the test data. A parametric study is conducted to discuss the effects of preload, glass panel thickness, and cable diameter on the static and the dynamic behaviors of ECS glass facades. The results show that the sealing of adjacent insulated glasses has little effect on the structure. The structural deflection is the controlling factor for ECS glass facades, while the Mises stresses on the glasses are fairly low. The discrepancy of the results obtained from the two FE models is small. Preloads on cables have a significant effect on the static and the dynamic behaviors of ECS glass facades, whereas the effects of glass panel thickness and cable diameter on the structure are relatively small.</abstract><cop>Kidlington</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.engstruct.2018.10.061</doi><tpages>13</tpages><orcidid>https://orcid.org/0000-0003-1470-1177</orcidid></addata></record> |
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subjects | Axial forces Building facades Cables Computer simulation ECS glass facades Embedded systems Facades Finite element Finite element analysis Finite element method Glass Iron Mathematical models Mechanical loading Natural frequency Numerical analysis Resonant frequencies Shear strength Static behavior Structural deflection Thickness |
title | Experimental and numerical studies on the static and the dynamic behaviors of embedded cable support (ECS) glass facade system |
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