Loading…
Flexural Performance of Prestressed Composite Recycled Aggregate Slabs with Steel Tube Trusses
A new type of prestressed composite recycled aggregate floor slab was developed and its flexural performance was studied. The composite floor comprises a top cast-in-place slab made of recycled coarse aggregate concrete and a bottom precast concrete slab with grouted steel tube trusses. The cracking...
Saved in:
Published in: | KSCE journal of civil engineering 2022, 26(12), , pp.5253-5263 |
---|---|
Main Authors: | , , , |
Format: | Article |
Language: | English |
Subjects: | |
Citations: | Items that cite this one |
Online Access: | Get full text |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
cited_by | cdi_FETCH-LOGICAL-c403t-3fff2b511e2f88e4c075d5308d3186fc7d65574e5aeb8c51a202ec7c88ae0fc33 |
---|---|
cites | |
container_end_page | 5263 |
container_issue | 12 |
container_start_page | 5253 |
container_title | KSCE journal of civil engineering |
container_volume | 26 |
creator | Liu, Enming Lin, Mingqiang Xie, Qun Zhang, Yue |
description | A new type of prestressed composite recycled aggregate floor slab was developed and its flexural performance was studied. The composite floor comprises a top cast-in-place slab made of recycled coarse aggregate concrete and a bottom precast concrete slab with grouted steel tube trusses. The cracking load, ultimate load, deflection, steel tube strain, concrete strain and failure process are studied for different contents of recycled coarse aggregates. Results show that the mechanical performance of the prestressed composite recycled aggregate slab has two distinctive stages. And the load bearing capacity decreases with the increase in the amount of recycled coarse aggregates. When the composite slab fails, the prestressed steel wires in the tension zone yield and concrete in the compression zone is crushed. This failure characteristic reflects that the reinforcement ratio of the component is appropriate. The cracking moment and ultimate moment calculation formulas of the composite slab are established and could predict the cracking and failure points. In the formulas, the influence of the amount of recycled coarse aggregates on the flexural capacity is considered. By controlling the content of recycled aggregates, the composite slabs with steel tube trusses can be sued in practical applications. |
doi_str_mv | 10.1007/s12205-022-0563-x |
format | article |
fullrecord | <record><control><sourceid>proquest_nrf_k</sourceid><recordid>TN_cdi_nrf_kci_oai_kci_go_kr_ARTI_10187809</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2919911330</sourcerecordid><originalsourceid>FETCH-LOGICAL-c403t-3fff2b511e2f88e4c075d5308d3186fc7d65574e5aeb8c51a202ec7c88ae0fc33</originalsourceid><addsrcrecordid>eNpFkFFLwzAQx4soOOY-gG8B34TqJVma9HEMp4OBY5uvhiy71G5dO5MW57c3c4IHxx1_fnfc_ZPklsIDBZCPgTIGIgXGUhAZT48XSY_mMku5AnUZe8ayVOZKXSeDELYQgzOpuOgl75MKj503FZmjd43fm9oiaRyZewxtzIAbMm72hyaULZIF2m9bRWlUFB4LE6VlZdaBfJXtB1m2iBVZdWskK9_F0XCTXDlTBRz81X7yNnlajV_S2evzdDyapXYIvE25c46tBaXInFI4tCDFRnBQG05V5qzcZELIIQqDa2UFNQwYWmmVMgjOct5P7s97a-_0zpa6MeVvLRq983q0WE01BaqkgjzCd2f44JvPLr6pt03n63ifZjnNc0o5h0ixMxUOvqwL9P8UBX3yXZ9919F3ffJdH_kPBfx1xg</addsrcrecordid><sourcetype>Open Website</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2919911330</pqid></control><display><type>article</type><title>Flexural Performance of Prestressed Composite Recycled Aggregate Slabs with Steel Tube Trusses</title><source>ScienceDirect - Connect here FIRST to enable access</source><source>Springer Nature</source><creator>Liu, Enming ; Lin, Mingqiang ; Xie, Qun ; Zhang, Yue</creator><creatorcontrib>Liu, Enming ; Lin, Mingqiang ; Xie, Qun ; Zhang, Yue</creatorcontrib><description>A new type of prestressed composite recycled aggregate floor slab was developed and its flexural performance was studied. The composite floor comprises a top cast-in-place slab made of recycled coarse aggregate concrete and a bottom precast concrete slab with grouted steel tube trusses. The cracking load, ultimate load, deflection, steel tube strain, concrete strain and failure process are studied for different contents of recycled coarse aggregates. Results show that the mechanical performance of the prestressed composite recycled aggregate slab has two distinctive stages. And the load bearing capacity decreases with the increase in the amount of recycled coarse aggregates. When the composite slab fails, the prestressed steel wires in the tension zone yield and concrete in the compression zone is crushed. This failure characteristic reflects that the reinforcement ratio of the component is appropriate. The cracking moment and ultimate moment calculation formulas of the composite slab are established and could predict the cracking and failure points. In the formulas, the influence of the amount of recycled coarse aggregates on the flexural capacity is considered. By controlling the content of recycled aggregates, the composite slabs with steel tube trusses can be sued in practical applications.</description><identifier>ISSN: 1226-7988</identifier><identifier>EISSN: 1976-3808</identifier><identifier>DOI: 10.1007/s12205-022-0563-x</identifier><language>eng</language><publisher>Seoul: Korean Society of Civil Engineers</publisher><subject>Aggregates ; Bearing capacity ; Bottom casting ; Cast in place ; Civil Engineering ; Compression ; Compression zone ; Concrete ; Concrete aggregates ; Concrete slabs ; Cracking (corrosion) ; Engineering ; Failure ; Geotechnical Engineering & Applied Earth Sciences ; Industrial Pollution Prevention ; Mechanical properties ; Precast concrete ; Prestressing steels ; Reinforced concrete ; Reinforcing steels ; Slabs ; Steel ; Steel tubes ; Steel wire ; Strain ; Structural Engineering ; Trusses ; Ultimate loads ; Wire ropes ; 토목공학</subject><ispartof>KSCE Journal of Civil Engineering, 2022, 26(12), , pp.5253-5263</ispartof><rights>Korean Society of Civil Engineers 2022</rights><rights>Korean Society of Civil Engineers 2022.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c403t-3fff2b511e2f88e4c075d5308d3186fc7d65574e5aeb8c51a202ec7c88ae0fc33</citedby><orcidid>0000-0001-6265-1528</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,27903,27904</link.rule.ids><backlink>$$Uhttps://www.kci.go.kr/kciportal/ci/sereArticleSearch/ciSereArtiView.kci?sereArticleSearchBean.artiId=ART002901323$$DAccess content in National Research Foundation of Korea (NRF)$$Hfree_for_read</backlink></links><search><creatorcontrib>Liu, Enming</creatorcontrib><creatorcontrib>Lin, Mingqiang</creatorcontrib><creatorcontrib>Xie, Qun</creatorcontrib><creatorcontrib>Zhang, Yue</creatorcontrib><title>Flexural Performance of Prestressed Composite Recycled Aggregate Slabs with Steel Tube Trusses</title><title>KSCE journal of civil engineering</title><addtitle>KSCE J Civ Eng</addtitle><description>A new type of prestressed composite recycled aggregate floor slab was developed and its flexural performance was studied. The composite floor comprises a top cast-in-place slab made of recycled coarse aggregate concrete and a bottom precast concrete slab with grouted steel tube trusses. The cracking load, ultimate load, deflection, steel tube strain, concrete strain and failure process are studied for different contents of recycled coarse aggregates. Results show that the mechanical performance of the prestressed composite recycled aggregate slab has two distinctive stages. And the load bearing capacity decreases with the increase in the amount of recycled coarse aggregates. When the composite slab fails, the prestressed steel wires in the tension zone yield and concrete in the compression zone is crushed. This failure characteristic reflects that the reinforcement ratio of the component is appropriate. The cracking moment and ultimate moment calculation formulas of the composite slab are established and could predict the cracking and failure points. In the formulas, the influence of the amount of recycled coarse aggregates on the flexural capacity is considered. By controlling the content of recycled aggregates, the composite slabs with steel tube trusses can be sued in practical applications.</description><subject>Aggregates</subject><subject>Bearing capacity</subject><subject>Bottom casting</subject><subject>Cast in place</subject><subject>Civil Engineering</subject><subject>Compression</subject><subject>Compression zone</subject><subject>Concrete</subject><subject>Concrete aggregates</subject><subject>Concrete slabs</subject><subject>Cracking (corrosion)</subject><subject>Engineering</subject><subject>Failure</subject><subject>Geotechnical Engineering & Applied Earth Sciences</subject><subject>Industrial Pollution Prevention</subject><subject>Mechanical properties</subject><subject>Precast concrete</subject><subject>Prestressing steels</subject><subject>Reinforced concrete</subject><subject>Reinforcing steels</subject><subject>Slabs</subject><subject>Steel</subject><subject>Steel tubes</subject><subject>Steel wire</subject><subject>Strain</subject><subject>Structural Engineering</subject><subject>Trusses</subject><subject>Ultimate loads</subject><subject>Wire ropes</subject><subject>토목공학</subject><issn>1226-7988</issn><issn>1976-3808</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2022</creationdate><recordtype>article</recordtype><recordid>eNpFkFFLwzAQx4soOOY-gG8B34TqJVma9HEMp4OBY5uvhiy71G5dO5MW57c3c4IHxx1_fnfc_ZPklsIDBZCPgTIGIgXGUhAZT48XSY_mMku5AnUZe8ayVOZKXSeDELYQgzOpuOgl75MKj503FZmjd43fm9oiaRyZewxtzIAbMm72hyaULZIF2m9bRWlUFB4LE6VlZdaBfJXtB1m2iBVZdWskK9_F0XCTXDlTBRz81X7yNnlajV_S2evzdDyapXYIvE25c46tBaXInFI4tCDFRnBQG05V5qzcZELIIQqDa2UFNQwYWmmVMgjOct5P7s97a-_0zpa6MeVvLRq983q0WE01BaqkgjzCd2f44JvPLr6pt03n63ifZjnNc0o5h0ixMxUOvqwL9P8UBX3yXZ9919F3ffJdH_kPBfx1xg</recordid><startdate>20221201</startdate><enddate>20221201</enddate><creator>Liu, Enming</creator><creator>Lin, Mingqiang</creator><creator>Xie, Qun</creator><creator>Zhang, Yue</creator><general>Korean Society of Civil Engineers</general><general>Springer Nature B.V</general><general>대한토목학회</general><scope>7QH</scope><scope>7UA</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>AEUYN</scope><scope>AFKRA</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>BHPHI</scope><scope>BKSAR</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>F1W</scope><scope>FR3</scope><scope>H96</scope><scope>HCIFZ</scope><scope>KR7</scope><scope>L.G</scope><scope>L6V</scope><scope>M7S</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><scope>ACYCR</scope><orcidid>https://orcid.org/0000-0001-6265-1528</orcidid></search><sort><creationdate>20221201</creationdate><title>Flexural Performance of Prestressed Composite Recycled Aggregate Slabs with Steel Tube Trusses</title><author>Liu, Enming ; Lin, Mingqiang ; Xie, Qun ; Zhang, Yue</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c403t-3fff2b511e2f88e4c075d5308d3186fc7d65574e5aeb8c51a202ec7c88ae0fc33</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2022</creationdate><topic>Aggregates</topic><topic>Bearing capacity</topic><topic>Bottom casting</topic><topic>Cast in place</topic><topic>Civil Engineering</topic><topic>Compression</topic><topic>Compression zone</topic><topic>Concrete</topic><topic>Concrete aggregates</topic><topic>Concrete slabs</topic><topic>Cracking (corrosion)</topic><topic>Engineering</topic><topic>Failure</topic><topic>Geotechnical Engineering & Applied Earth Sciences</topic><topic>Industrial Pollution Prevention</topic><topic>Mechanical properties</topic><topic>Precast concrete</topic><topic>Prestressing steels</topic><topic>Reinforced concrete</topic><topic>Reinforcing steels</topic><topic>Slabs</topic><topic>Steel</topic><topic>Steel tubes</topic><topic>Steel wire</topic><topic>Strain</topic><topic>Structural Engineering</topic><topic>Trusses</topic><topic>Ultimate loads</topic><topic>Wire ropes</topic><topic>토목공학</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Liu, Enming</creatorcontrib><creatorcontrib>Lin, Mingqiang</creatorcontrib><creatorcontrib>Xie, Qun</creatorcontrib><creatorcontrib>Zhang, Yue</creatorcontrib><collection>Aqualine</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest One Sustainability</collection><collection>ProQuest Central</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest Natural Science Collection</collection><collection>Earth, Atmospheric & Aquatic Science Collection</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>SciTech Premium Collection</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>ProQuest Engineering Collection</collection><collection>Engineering Database</collection><collection>Earth, Atmospheric & Aquatic Science 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>Engineering collection</collection><collection>Korean Citation Index</collection><jtitle>KSCE journal of civil engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Liu, Enming</au><au>Lin, Mingqiang</au><au>Xie, Qun</au><au>Zhang, Yue</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Flexural Performance of Prestressed Composite Recycled Aggregate Slabs with Steel Tube Trusses</atitle><jtitle>KSCE journal of civil engineering</jtitle><stitle>KSCE J Civ Eng</stitle><date>2022-12-01</date><risdate>2022</risdate><volume>26</volume><issue>12</issue><spage>5253</spage><epage>5263</epage><pages>5253-5263</pages><issn>1226-7988</issn><eissn>1976-3808</eissn><abstract>A new type of prestressed composite recycled aggregate floor slab was developed and its flexural performance was studied. The composite floor comprises a top cast-in-place slab made of recycled coarse aggregate concrete and a bottom precast concrete slab with grouted steel tube trusses. The cracking load, ultimate load, deflection, steel tube strain, concrete strain and failure process are studied for different contents of recycled coarse aggregates. Results show that the mechanical performance of the prestressed composite recycled aggregate slab has two distinctive stages. And the load bearing capacity decreases with the increase in the amount of recycled coarse aggregates. When the composite slab fails, the prestressed steel wires in the tension zone yield and concrete in the compression zone is crushed. This failure characteristic reflects that the reinforcement ratio of the component is appropriate. The cracking moment and ultimate moment calculation formulas of the composite slab are established and could predict the cracking and failure points. In the formulas, the influence of the amount of recycled coarse aggregates on the flexural capacity is considered. By controlling the content of recycled aggregates, the composite slabs with steel tube trusses can be sued in practical applications.</abstract><cop>Seoul</cop><pub>Korean Society of Civil Engineers</pub><doi>10.1007/s12205-022-0563-x</doi><tpages>11</tpages><orcidid>https://orcid.org/0000-0001-6265-1528</orcidid><oa>free_for_read</oa></addata></record> |
fulltext | fulltext |
identifier | ISSN: 1226-7988 |
ispartof | KSCE Journal of Civil Engineering, 2022, 26(12), , pp.5253-5263 |
issn | 1226-7988 1976-3808 |
language | eng |
recordid | cdi_nrf_kci_oai_kci_go_kr_ARTI_10187809 |
source | ScienceDirect - Connect here FIRST to enable access; Springer Nature |
subjects | Aggregates Bearing capacity Bottom casting Cast in place Civil Engineering Compression Compression zone Concrete Concrete aggregates Concrete slabs Cracking (corrosion) Engineering Failure Geotechnical Engineering & Applied Earth Sciences Industrial Pollution Prevention Mechanical properties Precast concrete Prestressing steels Reinforced concrete Reinforcing steels Slabs Steel Steel tubes Steel wire Strain Structural Engineering Trusses Ultimate loads Wire ropes 토목공학 |
title | Flexural Performance of Prestressed Composite Recycled Aggregate Slabs with Steel Tube Trusses |
url | http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-23T05%3A47%3A11IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_nrf_k&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Flexural%20Performance%20of%20Prestressed%20Composite%20Recycled%20Aggregate%20Slabs%20with%20Steel%20Tube%20Trusses&rft.jtitle=KSCE%20journal%20of%20civil%20engineering&rft.au=Liu,%20Enming&rft.date=2022-12-01&rft.volume=26&rft.issue=12&rft.spage=5253&rft.epage=5263&rft.pages=5253-5263&rft.issn=1226-7988&rft.eissn=1976-3808&rft_id=info:doi/10.1007/s12205-022-0563-x&rft_dat=%3Cproquest_nrf_k%3E2919911330%3C/proquest_nrf_k%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-c403t-3fff2b511e2f88e4c075d5308d3186fc7d65574e5aeb8c51a202ec7c88ae0fc33%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=2919911330&rft_id=info:pmid/&rfr_iscdi=true |