Research on cracking control for FRAC pavement
In this paper, relax moduli for FRAC(FRAC) is studied. Using Sidoroff damage model for concrete, viscoelastic damage parameters are determined in order to evaluate the cracking control of FRAC pavement. The results obtained from the coupling analysis of using linear elastic damage mechanics and elas...
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| creator | Yazhen Sun Jiemin Liu Tianqing Yu |
| description | In this paper, relax moduli for FRAC(FRAC) is studied. Using Sidoroff damage model for concrete, viscoelastic damage parameters are determined in order to evaluate the cracking control of FRAC pavement. The results obtained from the coupling analysis of using linear elastic damage mechanics and elastic fracture mechanics simultaneously show that the relaxation damage factor of FRAC pavement is reduced by 8.38% in comparison with the AC pavement, and the radius of damage zone and fracture zone for fiber-reinforced AC pavement are reduced by 66.34% and 64.16%, respectively. |
| doi_str_mv | 10.1109/MACE.2010.5536118 |
| format | Conference Proceeding |
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Using Sidoroff damage model for concrete, viscoelastic damage parameters are determined in order to evaluate the cracking control of FRAC pavement. The results obtained from the coupling analysis of using linear elastic damage mechanics and elastic fracture mechanics simultaneously show that the relaxation damage factor of FRAC pavement is reduced by 8.38% in comparison with the AC pavement, and the radius of damage zone and fracture zone for fiber-reinforced AC pavement are reduced by 66.34% and 64.16%, respectively.</description><identifier>ISBN: 9781424477371</identifier><identifier>ISBN: 1424477379</identifier><identifier>EISBN: 9781424477388</identifier><identifier>EISBN: 1424477395</identifier><identifier>EISBN: 1424477387</identifier><identifier>EISBN: 9781424477395</identifier><identifier>DOI: 10.1109/MACE.2010.5536118</identifier><language>eng</language><publisher>IEEE</publisher><subject>Asphalt ; Composite materials ; Concrete ; Elasticity ; Fatigue ; fiber-reinforced asphalt pavement ; Optical fiber theory ; Protection ; relax moduli for FRAC ; relaxation damage factor ; Road transportation ; Sun ; the radius of damage and fracture zone ; viscoelastic damage ; Viscosity</subject><ispartof>2010 International Conference on Mechanic Automation and Control Engineering, 2010, p.1458-1461</ispartof><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://ieeexplore.ieee.org/document/5536118$$EHTML$$P50$$Gieee$$H</linktohtml><link.rule.ids>309,310,776,780,785,786,2052,27902,54895</link.rule.ids><linktorsrc>$$Uhttps://ieeexplore.ieee.org/document/5536118$$EView_record_in_IEEE$$FView_record_in_$$GIEEE</linktorsrc></links><search><creatorcontrib>Yazhen Sun</creatorcontrib><creatorcontrib>Jiemin Liu</creatorcontrib><creatorcontrib>Tianqing Yu</creatorcontrib><title>Research on cracking control for FRAC pavement</title><title>2010 International Conference on Mechanic Automation and Control Engineering</title><addtitle>MACE</addtitle><description>In this paper, relax moduli for FRAC(FRAC) is studied. Using Sidoroff damage model for concrete, viscoelastic damage parameters are determined in order to evaluate the cracking control of FRAC pavement. The results obtained from the coupling analysis of using linear elastic damage mechanics and elastic fracture mechanics simultaneously show that the relaxation damage factor of FRAC pavement is reduced by 8.38% in comparison with the AC pavement, and the radius of damage zone and fracture zone for fiber-reinforced AC pavement are reduced by 66.34% and 64.16%, respectively.</description><subject>Asphalt</subject><subject>Composite materials</subject><subject>Concrete</subject><subject>Elasticity</subject><subject>Fatigue</subject><subject>fiber-reinforced asphalt pavement</subject><subject>Optical fiber theory</subject><subject>Protection</subject><subject>relax moduli for FRAC</subject><subject>relaxation damage factor</subject><subject>Road transportation</subject><subject>Sun</subject><subject>the radius of damage and fracture zone</subject><subject>viscoelastic damage</subject><subject>Viscosity</subject><isbn>9781424477371</isbn><isbn>1424477379</isbn><isbn>9781424477388</isbn><isbn>1424477395</isbn><isbn>1424477387</isbn><isbn>9781424477395</isbn><fulltext>true</fulltext><rsrctype>conference_proceeding</rsrctype><creationdate>2010</creationdate><recordtype>conference_proceeding</recordtype><sourceid>6IE</sourceid><sourceid>RIE</sourceid><recordid>eNpVj81Kw0AURkdEUGoeQNzMCyTOnbl3fpYhtCpUhOq-jJMbjbZJmQTBt7dgN57Nx9l8cIS4AVUBqHD3VDfLSqujEhkL4M9EEZwH1IjOGe_P_7mDS1FM06c6gqQhqCtRbXjimNOHHAeZckxf_fAu0zjMedzJbsxytakbeYjfvOdhvhYXXdxNXJx2IV5Wy9fmoVw_3z829brsg5rLYIm8bVtEi8E4jI4CO0BvVaS3gNFb3YFRSVunArNJmhApgafW22AW4vbvtWfm7SH3-5h_tqdG8wsUHEF3</recordid><startdate>201006</startdate><enddate>201006</enddate><creator>Yazhen Sun</creator><creator>Jiemin Liu</creator><creator>Tianqing Yu</creator><general>IEEE</general><scope>6IE</scope><scope>6IL</scope><scope>CBEJK</scope><scope>RIE</scope><scope>RIL</scope></search><sort><creationdate>201006</creationdate><title>Research on cracking control for FRAC pavement</title><author>Yazhen Sun ; Jiemin Liu ; Tianqing Yu</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-i90t-965586dd44649374a759e714860a5b94a862f130c26709ee3c25445c185d8693</frbrgroupid><rsrctype>conference_proceedings</rsrctype><prefilter>conference_proceedings</prefilter><language>eng</language><creationdate>2010</creationdate><topic>Asphalt</topic><topic>Composite materials</topic><topic>Concrete</topic><topic>Elasticity</topic><topic>Fatigue</topic><topic>fiber-reinforced asphalt pavement</topic><topic>Optical fiber theory</topic><topic>Protection</topic><topic>relax moduli for FRAC</topic><topic>relaxation damage factor</topic><topic>Road transportation</topic><topic>Sun</topic><topic>the radius of damage and fracture zone</topic><topic>viscoelastic damage</topic><topic>Viscosity</topic><toplevel>online_resources</toplevel><creatorcontrib>Yazhen Sun</creatorcontrib><creatorcontrib>Jiemin Liu</creatorcontrib><creatorcontrib>Tianqing Yu</creatorcontrib><collection>IEEE Electronic Library (IEL) Conference Proceedings</collection><collection>IEEE Proceedings Order Plan All Online (POP All Online) 1998-present by volume</collection><collection>IEEE Xplore All Conference Proceedings</collection><collection>IEEE</collection><collection>IEEE Proceedings Order Plans (POP All) 1998-Present</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>Yazhen Sun</au><au>Jiemin Liu</au><au>Tianqing Yu</au><format>book</format><genre>proceeding</genre><ristype>CONF</ristype><atitle>Research on cracking control for FRAC pavement</atitle><btitle>2010 International Conference on Mechanic Automation and Control Engineering</btitle><stitle>MACE</stitle><date>2010-06</date><risdate>2010</risdate><spage>1458</spage><epage>1461</epage><pages>1458-1461</pages><isbn>9781424477371</isbn><isbn>1424477379</isbn><eisbn>9781424477388</eisbn><eisbn>1424477395</eisbn><eisbn>1424477387</eisbn><eisbn>9781424477395</eisbn><abstract>In this paper, relax moduli for FRAC(FRAC) is studied. Using Sidoroff damage model for concrete, viscoelastic damage parameters are determined in order to evaluate the cracking control of FRAC pavement. The results obtained from the coupling analysis of using linear elastic damage mechanics and elastic fracture mechanics simultaneously show that the relaxation damage factor of FRAC pavement is reduced by 8.38% in comparison with the AC pavement, and the radius of damage zone and fracture zone for fiber-reinforced AC pavement are reduced by 66.34% and 64.16%, respectively.</abstract><pub>IEEE</pub><doi>10.1109/MACE.2010.5536118</doi><tpages>4</tpages></addata></record> |
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| source | IEEE Electronic Library (IEL) Conference Proceedings |
| subjects | Asphalt Composite materials Concrete Elasticity Fatigue fiber-reinforced asphalt pavement Optical fiber theory Protection relax moduli for FRAC relaxation damage factor Road transportation Sun the radius of damage and fracture zone viscoelastic damage Viscosity |
| title | Research on cracking control for FRAC pavement |
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