Wind Load Analysis on Gable Roof of Low-Rise Building
The effect of pressure because of the winds on the exterior of gable roof of a low-rise single-storey building has been analyzed in present research using CFD simulation. Roof slope, which is most important factor for safety of structure was taken into consideration. Many past researchers have studi...
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description | The effect of pressure because of the winds on the exterior of gable roof of a low-rise single-storey building has been analyzed in present research using CFD simulation. Roof slope, which is most important factor for safety of structure was taken into consideration. Many past researchers have studied roofed structures but the majority of these researches have been carried on flat roofs, hip roof, spherical roofs, pyramidal roofs. There is need of researches that analyses effect of winds on gable roofs as these kinds of roofs are generally more susceptible to wind damage. ANSYS ICM is used for modeling and meshing and ANSYS Fluent for simulation. Results are extracted here using CFD post. In this very study three models with slope ang 10°, 20° and 30° with same incidence angle 0° were examined. This study analyses the effect of slope of the roof and angle of incidence of wind. The streamlines of velocity around the building model and pressure coefficient (
C
p
) contours on the surfaces of the roof are opted here to represent the results. When results were plotted it was found that pressure coefficients were switching from negative to positive as the slope of the roof increases and the formation of vortex on leeward gets complicated as we go on increasing the slopes. |
doi_str_mv | 10.1088/1755-1315/1110/1/012093 |
format | Article |
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C
p
) contours on the surfaces of the roof are opted here to represent the results. When results were plotted it was found that pressure coefficients were switching from negative to positive as the slope of the roof increases and the formation of vortex on leeward gets complicated as we go on increasing the slopes.</description><identifier>ISSN: 1755-1307</identifier><identifier>EISSN: 1755-1315</identifier><identifier>DOI: 10.1088/1755-1315/1110/1/012093</identifier><language>eng</language><publisher>Bristol: IOP Publishing</publisher><subject>CAD ; Computer aided design ; Flat roofs ; Gable roof ; Incidence angle ; Low rise buildings ; low-rise building CFD ; Mathematical models ; Pressure ; pressure coefficients ; Pressure effects ; roof slope ; Roofing ; Simulation ; Wind ; Wind damage ; Wind effects ; wind incidence angle ; Wind loads</subject><ispartof>IOP conference series. Earth and environmental science, 2023-02, Vol.1110 (1), p.12093</ispartof><rights>Published under licence by IOP Publishing Ltd</rights><rights>Published under licence by IOP Publishing Ltd. This work is published under http://creativecommons.org/licenses/by/3.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-c2733-24484b44b90d4f51d7a37418ee89285a71c19d0983f61f3c97e77245ed1d5ba93</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://iopscience.iop.org/article/10.1088/1755-1315/1110/1/012093/pdf$$EPDF$$P50$$Giop$$Hfree_for_read</linktopdf><link.rule.ids>314,776,780,27901,27902,38845,38867,53815,53842</link.rule.ids></links><search><creatorcontrib>Tariq, Ambar</creatorcontrib><creatorcontrib>Singh, Jagbir</creatorcontrib><creatorcontrib>Kumar Singh, Sushil</creatorcontrib><title>Wind Load Analysis on Gable Roof of Low-Rise Building</title><title>IOP conference series. Earth and environmental science</title><addtitle>IOP Conf. Ser.: Earth Environ. Sci</addtitle><description>The effect of pressure because of the winds on the exterior of gable roof of a low-rise single-storey building has been analyzed in present research using CFD simulation. Roof slope, which is most important factor for safety of structure was taken into consideration. Many past researchers have studied roofed structures but the majority of these researches have been carried on flat roofs, hip roof, spherical roofs, pyramidal roofs. There is need of researches that analyses effect of winds on gable roofs as these kinds of roofs are generally more susceptible to wind damage. ANSYS ICM is used for modeling and meshing and ANSYS Fluent for simulation. Results are extracted here using CFD post. In this very study three models with slope ang 10°, 20° and 30° with same incidence angle 0° were examined. This study analyses the effect of slope of the roof and angle of incidence of wind. The streamlines of velocity around the building model and pressure coefficient (
C
p
) contours on the surfaces of the roof are opted here to represent the results. When results were plotted it was found that pressure coefficients were switching from negative to positive as the slope of the roof increases and the formation of vortex on leeward gets complicated as we go on increasing the slopes.</description><subject>CAD</subject><subject>Computer aided design</subject><subject>Flat roofs</subject><subject>Gable roof</subject><subject>Incidence angle</subject><subject>Low rise buildings</subject><subject>low-rise building CFD</subject><subject>Mathematical models</subject><subject>Pressure</subject><subject>pressure coefficients</subject><subject>Pressure effects</subject><subject>roof slope</subject><subject>Roofing</subject><subject>Simulation</subject><subject>Wind</subject><subject>Wind damage</subject><subject>Wind effects</subject><subject>wind incidence angle</subject><subject>Wind loads</subject><issn>1755-1307</issn><issn>1755-1315</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2023</creationdate><recordtype>article</recordtype><sourceid>O3W</sourceid><sourceid>BENPR</sourceid><recordid>eNqFkG9LwzAQxoMoOKefwYKvfFGba5Jd83KObQoFYSq-DGmTSEdtauOQfXtbKhNBEA7u4H7353kIuQR6AzTLEkAhYmAgEgCgCSQUUirZEZkcOseHmuIpOQthS-kMOZMTIl6qxkS51yaaN7rehypEvonWuqhttPHeRX3k_jPeVMFGt7uqNlXzek5OnK6DvfjOU_K8Wj4t7uL8YX2_mOdxmSJjccp5xgvOC0kNdwIMaoYcMmszmWZCI5QgDZUZczNwrJRoEVMurAEjCi3ZlFyNe9vOv-9s-FBbv-v6P4NKEbEXgXygcKTKzofQWafarnrT3V4BVYNHalCvBifU4JECNXrUT16Pk5Vvf1Yvl4-_OdUa17PsD_a_C1-2TXIx</recordid><startdate>20230201</startdate><enddate>20230201</enddate><creator>Tariq, Ambar</creator><creator>Singh, Jagbir</creator><creator>Kumar Singh, Sushil</creator><general>IOP Publishing</general><scope>O3W</scope><scope>TSCCA</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>ABUWG</scope><scope>AEUYN</scope><scope>AFKRA</scope><scope>ATCPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BHPHI</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>GNUQQ</scope><scope>HCIFZ</scope><scope>PATMY</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PYCSY</scope></search><sort><creationdate>20230201</creationdate><title>Wind Load Analysis on Gable Roof of Low-Rise Building</title><author>Tariq, Ambar ; Singh, Jagbir ; Kumar Singh, Sushil</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c2733-24484b44b90d4f51d7a37418ee89285a71c19d0983f61f3c97e77245ed1d5ba93</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2023</creationdate><topic>CAD</topic><topic>Computer aided design</topic><topic>Flat roofs</topic><topic>Gable roof</topic><topic>Incidence angle</topic><topic>Low rise buildings</topic><topic>low-rise building CFD</topic><topic>Mathematical models</topic><topic>Pressure</topic><topic>pressure coefficients</topic><topic>Pressure effects</topic><topic>roof slope</topic><topic>Roofing</topic><topic>Simulation</topic><topic>Wind</topic><topic>Wind damage</topic><topic>Wind effects</topic><topic>wind incidence angle</topic><topic>Wind loads</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Tariq, Ambar</creatorcontrib><creatorcontrib>Singh, Jagbir</creatorcontrib><creatorcontrib>Kumar Singh, Sushil</creatorcontrib><collection>IOP Publishing Free Content</collection><collection>IOPscience (Open Access)</collection><collection>CrossRef</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest One Sustainability</collection><collection>ProQuest Central UK/Ireland</collection><collection>Agricultural & Environmental Science Collection</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Natural Science Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>ProQuest Central Student</collection><collection>SciTech Premium Collection</collection><collection>Environmental Science Database</collection><collection>Publicly Available Content Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><collection>Environmental Science Collection</collection><jtitle>IOP conference series. Earth and environmental science</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Tariq, Ambar</au><au>Singh, Jagbir</au><au>Kumar Singh, Sushil</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Wind Load Analysis on Gable Roof of Low-Rise Building</atitle><jtitle>IOP conference series. Earth and environmental science</jtitle><addtitle>IOP Conf. Ser.: Earth Environ. Sci</addtitle><date>2023-02-01</date><risdate>2023</risdate><volume>1110</volume><issue>1</issue><spage>12093</spage><pages>12093-</pages><issn>1755-1307</issn><eissn>1755-1315</eissn><abstract>The effect of pressure because of the winds on the exterior of gable roof of a low-rise single-storey building has been analyzed in present research using CFD simulation. Roof slope, which is most important factor for safety of structure was taken into consideration. Many past researchers have studied roofed structures but the majority of these researches have been carried on flat roofs, hip roof, spherical roofs, pyramidal roofs. There is need of researches that analyses effect of winds on gable roofs as these kinds of roofs are generally more susceptible to wind damage. ANSYS ICM is used for modeling and meshing and ANSYS Fluent for simulation. Results are extracted here using CFD post. In this very study three models with slope ang 10°, 20° and 30° with same incidence angle 0° were examined. This study analyses the effect of slope of the roof and angle of incidence of wind. The streamlines of velocity around the building model and pressure coefficient (
C
p
) contours on the surfaces of the roof are opted here to represent the results. When results were plotted it was found that pressure coefficients were switching from negative to positive as the slope of the roof increases and the formation of vortex on leeward gets complicated as we go on increasing the slopes.</abstract><cop>Bristol</cop><pub>IOP Publishing</pub><doi>10.1088/1755-1315/1110/1/012093</doi><tpages>18</tpages><oa>free_for_read</oa></addata></record> |
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subjects | CAD Computer aided design Flat roofs Gable roof Incidence angle Low rise buildings low-rise building CFD Mathematical models Pressure pressure coefficients Pressure effects roof slope Roofing Simulation Wind Wind damage Wind effects wind incidence angle Wind loads |
title | Wind Load Analysis on Gable Roof of Low-Rise Building |
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