Performance of hot mix epoxy asphalt binder and its concrete
Hot mix epoxy asphalt (HMEA) binders have been widely used on the pavement of orthotropic steel bridge decks. In present paper, rotational viscosity, glass transition temperature, damping properties, mechanical properties, and morphology of HMEA were investigated using Brookfield rotational viscomet...
Gespeichert in:
| Veröffentlicht in: | Materials and structures 2015-11, Vol.48 (11), p.3825-3835 |
|---|---|
| Hauptverfasser: | , , , , , , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 3835 |
|---|---|
| container_issue | 11 |
| container_start_page | 3825 |
| container_title | Materials and structures |
| container_volume | 48 |
| creator | Yin, Haiyan Zhang, Yuge Sun, Yifan Xu, Wei Yu, Dier Xie, Hongfeng Cheng, Rongshi |
| description | Hot mix epoxy asphalt (HMEA) binders have been widely used on the pavement of orthotropic steel bridge decks. In present paper, rotational viscosity, glass transition temperature, damping properties, mechanical properties, and morphology of HMEA were investigated using Brookfield rotational viscometer, differential scanning calorimetry, dynamic mechanical analysis (DMA), universal material tester, laser scanning confocal microscopy. Furthermore, the high temperature deformation resistance, rutting resistance, and fatigue cracking resistance of HMEA concretes (HMEACs) were evaluated using Marshall, wheel tracking, and three-point bending tests. Results show that the addition of asphalts postpones the cure reaction of epoxy resin. The rotational viscosity of HMEA binder keeps low enough to meet the demands of asphalt mixture mixing and paving at 160 °C. DMA results show that HMEA exhibits excellent damping properties. The addition of asphalts lowers the tensile strength and modulus of epoxy resin. However, the elongation at break of HMEA increases with the increase of asphalt contents. HMEACs exhibit good resistance to high temperature deformation, rutting, and fatigue cracking performances. All these results show that HMEA binder exhibits excellent performance in the steel bridge pavement. |
| doi_str_mv | 10.1617/s11527-014-0442-0 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_1770283226</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>3840954471</sourcerecordid><originalsourceid>FETCH-LOGICAL-c349t-d26763d6ac678ab48fee4520716a660ef0d0c9dda7ef67c19851d6fd1666d86a3</originalsourceid><addsrcrecordid>eNp1kE1LxDAURYMoOI7-AHcBN26qeWmTNOBGBr9gQBe6Dpnk1enQNjXpwMy_t0NdiODq3cW5l8ch5BLYDUhQtwlAcJUxKDJWFDxjR2QGpYJMlio_HnMudCa0VqfkLKUNY7kG4DNy94axCrG1nUMaKroOA23rHcU-7PbUpn5tm4Gu6s5jpLbztB4SdaFzEQc8JyeVbRJe_Nw5-Xh8eF88Z8vXp5fF_TJzeaGHzHOpZO6ldVKVdlWUFWIhOFMgrZQMK-aZ095bhZVUDnQpwMvKg5TSl9Lmc3I97fYxfG0xDaatk8OmsR2GbTKgFONlzrkc0as_6CZsYzd-N1I8F4IVQo8UTJSLIaWIlelj3dq4N8DMwaeZfJrRpzn4NGzs8KmTRrb7xPhr-d_SNx2Qdrc</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1723550459</pqid></control><display><type>article</type><title>Performance of hot mix epoxy asphalt binder and its concrete</title><source>SpringerLink Journals - AutoHoldings</source><creator>Yin, Haiyan ; Zhang, Yuge ; Sun, Yifan ; Xu, Wei ; Yu, Dier ; Xie, Hongfeng ; Cheng, Rongshi</creator><creatorcontrib>Yin, Haiyan ; Zhang, Yuge ; Sun, Yifan ; Xu, Wei ; Yu, Dier ; Xie, Hongfeng ; Cheng, Rongshi</creatorcontrib><description>Hot mix epoxy asphalt (HMEA) binders have been widely used on the pavement of orthotropic steel bridge decks. In present paper, rotational viscosity, glass transition temperature, damping properties, mechanical properties, and morphology of HMEA were investigated using Brookfield rotational viscometer, differential scanning calorimetry, dynamic mechanical analysis (DMA), universal material tester, laser scanning confocal microscopy. Furthermore, the high temperature deformation resistance, rutting resistance, and fatigue cracking resistance of HMEA concretes (HMEACs) were evaluated using Marshall, wheel tracking, and three-point bending tests. Results show that the addition of asphalts postpones the cure reaction of epoxy resin. The rotational viscosity of HMEA binder keeps low enough to meet the demands of asphalt mixture mixing and paving at 160 °C. DMA results show that HMEA exhibits excellent damping properties. The addition of asphalts lowers the tensile strength and modulus of epoxy resin. However, the elongation at break of HMEA increases with the increase of asphalt contents. HMEACs exhibit good resistance to high temperature deformation, rutting, and fatigue cracking performances. All these results show that HMEA binder exhibits excellent performance in the steel bridge pavement.</description><identifier>ISSN: 1359-5997</identifier><identifier>EISSN: 1871-6873</identifier><identifier>DOI: 10.1617/s11527-014-0442-0</identifier><language>eng</language><publisher>Dordrecht: Springer Netherlands</publisher><subject>Asphalt ; Binders ; Building construction ; Building Materials ; Civil Engineering ; Concretes ; Crack propagation ; Damping ; Engineering ; Fatigue failure ; Machines ; Manufacturing ; Materials Science ; Original Article ; Processes ; Rotational ; Solid Mechanics ; Steel bridges ; Theoretical and Applied Mechanics</subject><ispartof>Materials and structures, 2015-11, Vol.48 (11), p.3825-3835</ispartof><rights>RILEM 2014</rights><rights>RILEM 2015</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c349t-d26763d6ac678ab48fee4520716a660ef0d0c9dda7ef67c19851d6fd1666d86a3</citedby><cites>FETCH-LOGICAL-c349t-d26763d6ac678ab48fee4520716a660ef0d0c9dda7ef67c19851d6fd1666d86a3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1617/s11527-014-0442-0$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1617/s11527-014-0442-0$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,780,784,27922,27923,41486,42555,51317</link.rule.ids></links><search><creatorcontrib>Yin, Haiyan</creatorcontrib><creatorcontrib>Zhang, Yuge</creatorcontrib><creatorcontrib>Sun, Yifan</creatorcontrib><creatorcontrib>Xu, Wei</creatorcontrib><creatorcontrib>Yu, Dier</creatorcontrib><creatorcontrib>Xie, Hongfeng</creatorcontrib><creatorcontrib>Cheng, Rongshi</creatorcontrib><title>Performance of hot mix epoxy asphalt binder and its concrete</title><title>Materials and structures</title><addtitle>Mater Struct</addtitle><description>Hot mix epoxy asphalt (HMEA) binders have been widely used on the pavement of orthotropic steel bridge decks. In present paper, rotational viscosity, glass transition temperature, damping properties, mechanical properties, and morphology of HMEA were investigated using Brookfield rotational viscometer, differential scanning calorimetry, dynamic mechanical analysis (DMA), universal material tester, laser scanning confocal microscopy. Furthermore, the high temperature deformation resistance, rutting resistance, and fatigue cracking resistance of HMEA concretes (HMEACs) were evaluated using Marshall, wheel tracking, and three-point bending tests. Results show that the addition of asphalts postpones the cure reaction of epoxy resin. The rotational viscosity of HMEA binder keeps low enough to meet the demands of asphalt mixture mixing and paving at 160 °C. DMA results show that HMEA exhibits excellent damping properties. The addition of asphalts lowers the tensile strength and modulus of epoxy resin. However, the elongation at break of HMEA increases with the increase of asphalt contents. HMEACs exhibit good resistance to high temperature deformation, rutting, and fatigue cracking performances. All these results show that HMEA binder exhibits excellent performance in the steel bridge pavement.</description><subject>Asphalt</subject><subject>Binders</subject><subject>Building construction</subject><subject>Building Materials</subject><subject>Civil Engineering</subject><subject>Concretes</subject><subject>Crack propagation</subject><subject>Damping</subject><subject>Engineering</subject><subject>Fatigue failure</subject><subject>Machines</subject><subject>Manufacturing</subject><subject>Materials Science</subject><subject>Original Article</subject><subject>Processes</subject><subject>Rotational</subject><subject>Solid Mechanics</subject><subject>Steel bridges</subject><subject>Theoretical and Applied Mechanics</subject><issn>1359-5997</issn><issn>1871-6873</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2015</creationdate><recordtype>article</recordtype><sourceid>AFKRA</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNp1kE1LxDAURYMoOI7-AHcBN26qeWmTNOBGBr9gQBe6Dpnk1enQNjXpwMy_t0NdiODq3cW5l8ch5BLYDUhQtwlAcJUxKDJWFDxjR2QGpYJMlio_HnMudCa0VqfkLKUNY7kG4DNy94axCrG1nUMaKroOA23rHcU-7PbUpn5tm4Gu6s5jpLbztB4SdaFzEQc8JyeVbRJe_Nw5-Xh8eF88Z8vXp5fF_TJzeaGHzHOpZO6ldVKVdlWUFWIhOFMgrZQMK-aZ095bhZVUDnQpwMvKg5TSl9Lmc3I97fYxfG0xDaatk8OmsR2GbTKgFONlzrkc0as_6CZsYzd-N1I8F4IVQo8UTJSLIaWIlelj3dq4N8DMwaeZfJrRpzn4NGzs8KmTRrb7xPhr-d_SNx2Qdrc</recordid><startdate>20151101</startdate><enddate>20151101</enddate><creator>Yin, Haiyan</creator><creator>Zhang, Yuge</creator><creator>Sun, Yifan</creator><creator>Xu, Wei</creator><creator>Yu, Dier</creator><creator>Xie, Hongfeng</creator><creator>Cheng, Rongshi</creator><general>Springer Netherlands</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>8BQ</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>AFKRA</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>D1I</scope><scope>DWQXO</scope><scope>FR3</scope><scope>HCIFZ</scope><scope>JG9</scope><scope>KB.</scope><scope>KR7</scope><scope>PDBOC</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>7QQ</scope></search><sort><creationdate>20151101</creationdate><title>Performance of hot mix epoxy asphalt binder and its concrete</title><author>Yin, Haiyan ; Zhang, Yuge ; Sun, Yifan ; Xu, Wei ; Yu, Dier ; Xie, Hongfeng ; Cheng, Rongshi</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c349t-d26763d6ac678ab48fee4520716a660ef0d0c9dda7ef67c19851d6fd1666d86a3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2015</creationdate><topic>Asphalt</topic><topic>Binders</topic><topic>Building construction</topic><topic>Building Materials</topic><topic>Civil Engineering</topic><topic>Concretes</topic><topic>Crack propagation</topic><topic>Damping</topic><topic>Engineering</topic><topic>Fatigue failure</topic><topic>Machines</topic><topic>Manufacturing</topic><topic>Materials Science</topic><topic>Original Article</topic><topic>Processes</topic><topic>Rotational</topic><topic>Solid Mechanics</topic><topic>Steel bridges</topic><topic>Theoretical and Applied Mechanics</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Yin, Haiyan</creatorcontrib><creatorcontrib>Zhang, Yuge</creatorcontrib><creatorcontrib>Sun, Yifan</creatorcontrib><creatorcontrib>Xu, Wei</creatorcontrib><creatorcontrib>Yu, Dier</creatorcontrib><creatorcontrib>Xie, Hongfeng</creatorcontrib><creatorcontrib>Cheng, Rongshi</creatorcontrib><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Materials Science Collection</collection><collection>ProQuest Central Korea</collection><collection>Engineering Research Database</collection><collection>SciTech Premium Collection</collection><collection>Materials Research Database</collection><collection>Materials Science Database</collection><collection>Civil Engineering Abstracts</collection><collection>Materials Science Collection</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>Ceramic Abstracts</collection><jtitle>Materials and structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Yin, Haiyan</au><au>Zhang, Yuge</au><au>Sun, Yifan</au><au>Xu, Wei</au><au>Yu, Dier</au><au>Xie, Hongfeng</au><au>Cheng, Rongshi</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Performance of hot mix epoxy asphalt binder and its concrete</atitle><jtitle>Materials and structures</jtitle><stitle>Mater Struct</stitle><date>2015-11-01</date><risdate>2015</risdate><volume>48</volume><issue>11</issue><spage>3825</spage><epage>3835</epage><pages>3825-3835</pages><issn>1359-5997</issn><eissn>1871-6873</eissn><abstract>Hot mix epoxy asphalt (HMEA) binders have been widely used on the pavement of orthotropic steel bridge decks. In present paper, rotational viscosity, glass transition temperature, damping properties, mechanical properties, and morphology of HMEA were investigated using Brookfield rotational viscometer, differential scanning calorimetry, dynamic mechanical analysis (DMA), universal material tester, laser scanning confocal microscopy. Furthermore, the high temperature deformation resistance, rutting resistance, and fatigue cracking resistance of HMEA concretes (HMEACs) were evaluated using Marshall, wheel tracking, and three-point bending tests. Results show that the addition of asphalts postpones the cure reaction of epoxy resin. The rotational viscosity of HMEA binder keeps low enough to meet the demands of asphalt mixture mixing and paving at 160 °C. DMA results show that HMEA exhibits excellent damping properties. The addition of asphalts lowers the tensile strength and modulus of epoxy resin. However, the elongation at break of HMEA increases with the increase of asphalt contents. HMEACs exhibit good resistance to high temperature deformation, rutting, and fatigue cracking performances. All these results show that HMEA binder exhibits excellent performance in the steel bridge pavement.</abstract><cop>Dordrecht</cop><pub>Springer Netherlands</pub><doi>10.1617/s11527-014-0442-0</doi><tpages>11</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 1359-5997 |
| ispartof | Materials and structures, 2015-11, Vol.48 (11), p.3825-3835 |
| issn | 1359-5997 1871-6873 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_1770283226 |
| source | SpringerLink Journals - AutoHoldings |
| subjects | Asphalt Binders Building construction Building Materials Civil Engineering Concretes Crack propagation Damping Engineering Fatigue failure Machines Manufacturing Materials Science Original Article Processes Rotational Solid Mechanics Steel bridges Theoretical and Applied Mechanics |
| title | Performance of hot mix epoxy asphalt binder and its concrete |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-09T19%3A06%3A13IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Performance%20of%20hot%20mix%20epoxy%20asphalt%20binder%20and%20its%20concrete&rft.jtitle=Materials%20and%20structures&rft.au=Yin,%20Haiyan&rft.date=2015-11-01&rft.volume=48&rft.issue=11&rft.spage=3825&rft.epage=3835&rft.pages=3825-3835&rft.issn=1359-5997&rft.eissn=1871-6873&rft_id=info:doi/10.1617/s11527-014-0442-0&rft_dat=%3Cproquest_cross%3E3840954471%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=1723550459&rft_id=info:pmid/&rfr_iscdi=true |