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Acoustic emission monitoring of grouted splice sleeve connectors and reinforced precast concrete bridge assemblies
•AE monitoring is performed for two types of grouted splice sleeve (GSS) connectors.•AE event history curves are representative of each GSS connector type.•AE monitoring is performed for precast bridge assemblies built with GSS connectors.•The AE method is able to identify concrete cracking up to fu...
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Published in: | Construction & building materials 2016-09, Vol.122, p.537-547 |
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container_title | Construction & building materials |
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creator | Parks, Joel E. Papulak, Tyler Pantelides, Chris P. |
description | •AE monitoring is performed for two types of grouted splice sleeve (GSS) connectors.•AE event history curves are representative of each GSS connector type.•AE monitoring is performed for precast bridge assemblies built with GSS connectors.•The AE method is able to identify concrete cracking up to full crack development.
Acoustic emission (AE) monitoring was performed for two types of grouted splice sleeve (GSS) connectors used in reinforced precast concrete structures. The GSS connectors were subjected to monotonic tension tests. AE assessment of the GSS connectors demonstrated that AE events and event rates could be used to identify failure modes which were steel bar fracture for the first type of connectors and steel bar pullout for the second type. The AE event history curves can be taken as representative of each GSS connector type. AE monitoring was also performed for reinforced precast concrete column-to-footing and column-to-pier cap bridge assemblies utilizing GSS connectors. The bridge assemblies were subjected to quasi-static cyclic loads simulating earthquakes. The failure modes of the GSS connectors were also observed in the cyclic tests of the bridge assemblies. AE monitoring was able to identify column concrete cracking and full development of concrete cracks using a small number of sensors. The AE method was also able to identify rotation of the column for the column-to-footing assembly after fracture of column longitudinal bars. |
doi_str_mv | 10.1016/j.conbuildmat.2016.06.076 |
format | article |
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Acoustic emission (AE) monitoring was performed for two types of grouted splice sleeve (GSS) connectors used in reinforced precast concrete structures. The GSS connectors were subjected to monotonic tension tests. AE assessment of the GSS connectors demonstrated that AE events and event rates could be used to identify failure modes which were steel bar fracture for the first type of connectors and steel bar pullout for the second type. The AE event history curves can be taken as representative of each GSS connector type. AE monitoring was also performed for reinforced precast concrete column-to-footing and column-to-pier cap bridge assemblies utilizing GSS connectors. The bridge assemblies were subjected to quasi-static cyclic loads simulating earthquakes. The failure modes of the GSS connectors were also observed in the cyclic tests of the bridge assemblies. AE monitoring was able to identify column concrete cracking and full development of concrete cracks using a small number of sensors. The AE method was also able to identify rotation of the column for the column-to-footing assembly after fracture of column longitudinal bars.</description><identifier>ISSN: 0950-0618</identifier><identifier>EISSN: 1879-0526</identifier><identifier>DOI: 10.1016/j.conbuildmat.2016.06.076</identifier><language>eng</language><publisher>Elsevier Ltd</publisher><subject>Acoustic emission ; Acoustic emission testing ; Analysis ; Bridge ; Bridges ; Concrete ; Cyclic ; Earthquake ; Mechanical coupler ; Mechanical properties ; Reinforced precast concrete ; Splice sleeve connector</subject><ispartof>Construction & building materials, 2016-09, Vol.122, p.537-547</ispartof><rights>2016 Elsevier Ltd</rights><rights>COPYRIGHT 2016 Elsevier B.V.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c463t-1ea32660dd4601520010693ed3650e55021575886b3ef0bcd93bb0409dd3bc3e3</citedby><cites>FETCH-LOGICAL-c463t-1ea32660dd4601520010693ed3650e55021575886b3ef0bcd93bb0409dd3bc3e3</cites></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>Parks, Joel E.</creatorcontrib><creatorcontrib>Papulak, Tyler</creatorcontrib><creatorcontrib>Pantelides, Chris P.</creatorcontrib><title>Acoustic emission monitoring of grouted splice sleeve connectors and reinforced precast concrete bridge assemblies</title><title>Construction & building materials</title><description>•AE monitoring is performed for two types of grouted splice sleeve (GSS) connectors.•AE event history curves are representative of each GSS connector type.•AE monitoring is performed for precast bridge assemblies built with GSS connectors.•The AE method is able to identify concrete cracking up to full crack development.
Acoustic emission (AE) monitoring was performed for two types of grouted splice sleeve (GSS) connectors used in reinforced precast concrete structures. The GSS connectors were subjected to monotonic tension tests. AE assessment of the GSS connectors demonstrated that AE events and event rates could be used to identify failure modes which were steel bar fracture for the first type of connectors and steel bar pullout for the second type. The AE event history curves can be taken as representative of each GSS connector type. AE monitoring was also performed for reinforced precast concrete column-to-footing and column-to-pier cap bridge assemblies utilizing GSS connectors. The bridge assemblies were subjected to quasi-static cyclic loads simulating earthquakes. The failure modes of the GSS connectors were also observed in the cyclic tests of the bridge assemblies. AE monitoring was able to identify column concrete cracking and full development of concrete cracks using a small number of sensors. The AE method was also able to identify rotation of the column for the column-to-footing assembly after fracture of column longitudinal bars.</description><subject>Acoustic emission</subject><subject>Acoustic emission testing</subject><subject>Analysis</subject><subject>Bridge</subject><subject>Bridges</subject><subject>Concrete</subject><subject>Cyclic</subject><subject>Earthquake</subject><subject>Mechanical coupler</subject><subject>Mechanical properties</subject><subject>Reinforced precast concrete</subject><subject>Splice sleeve connector</subject><issn>0950-0618</issn><issn>1879-0526</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2016</creationdate><recordtype>article</recordtype><recordid>eNqNkU1r3DAQhk1oIdu0_0Gh19oZWbZ2fVyWfkEgl_Ys9DF2tdjSopED_ffVsjkksIeiAcHwvDPS-1bVPYeGA5cPx8bGYFY_u0Xnpi2tBkpt5U214bvtUEPfynfVBoYeapB8d1t9IDoCgGxlu6nS3saVsrcMF0_kY2BLDD7H5MPE4simFNeMjtFp9hYZzYjPyMrSgLZQxHRwLKEPY0y2cKeEVlM-EzZhRmaSdxMyTYSLmT3Sx-r9qGfCTy_3XfX729dfhx_149P3n4f9Y207KXLNUYtWSnCuk8D7FoCDHAQ6IXvAvoeW99t-t5NG4AjGukEYAx0MzgljBYq76vNl7qRnVOcH5qRt-aVV-0520PVDKwpVX6EmDJj0HAOOvrTf8M0VvhxXDLRXBV9eCcxKPmAxOpCf_mSa9Er0Fh8uuE2RKOGoTskvOv1VHNQ5cnVUryJX58gVlNrKoj1ctFhsffaYFFmPocTiSypZuej_Y8o_57S7gw</recordid><startdate>20160930</startdate><enddate>20160930</enddate><creator>Parks, Joel E.</creator><creator>Papulak, Tyler</creator><creator>Pantelides, Chris P.</creator><general>Elsevier Ltd</general><general>Elsevier B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>N95</scope><scope>XI7</scope></search><sort><creationdate>20160930</creationdate><title>Acoustic emission monitoring of grouted splice sleeve connectors and reinforced precast concrete bridge assemblies</title><author>Parks, Joel E. ; Papulak, Tyler ; Pantelides, Chris P.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c463t-1ea32660dd4601520010693ed3650e55021575886b3ef0bcd93bb0409dd3bc3e3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2016</creationdate><topic>Acoustic emission</topic><topic>Acoustic emission testing</topic><topic>Analysis</topic><topic>Bridge</topic><topic>Bridges</topic><topic>Concrete</topic><topic>Cyclic</topic><topic>Earthquake</topic><topic>Mechanical coupler</topic><topic>Mechanical properties</topic><topic>Reinforced precast concrete</topic><topic>Splice sleeve connector</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Parks, Joel E.</creatorcontrib><creatorcontrib>Papulak, Tyler</creatorcontrib><creatorcontrib>Pantelides, Chris P.</creatorcontrib><collection>CrossRef</collection><collection>Gale Business Insights</collection><collection>Business Insights: Essentials</collection><jtitle>Construction & building materials</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Parks, Joel E.</au><au>Papulak, Tyler</au><au>Pantelides, Chris P.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Acoustic emission monitoring of grouted splice sleeve connectors and reinforced precast concrete bridge assemblies</atitle><jtitle>Construction & building materials</jtitle><date>2016-09-30</date><risdate>2016</risdate><volume>122</volume><spage>537</spage><epage>547</epage><pages>537-547</pages><issn>0950-0618</issn><eissn>1879-0526</eissn><abstract>•AE monitoring is performed for two types of grouted splice sleeve (GSS) connectors.•AE event history curves are representative of each GSS connector type.•AE monitoring is performed for precast bridge assemblies built with GSS connectors.•The AE method is able to identify concrete cracking up to full crack development.
Acoustic emission (AE) monitoring was performed for two types of grouted splice sleeve (GSS) connectors used in reinforced precast concrete structures. The GSS connectors were subjected to monotonic tension tests. AE assessment of the GSS connectors demonstrated that AE events and event rates could be used to identify failure modes which were steel bar fracture for the first type of connectors and steel bar pullout for the second type. The AE event history curves can be taken as representative of each GSS connector type. AE monitoring was also performed for reinforced precast concrete column-to-footing and column-to-pier cap bridge assemblies utilizing GSS connectors. The bridge assemblies were subjected to quasi-static cyclic loads simulating earthquakes. The failure modes of the GSS connectors were also observed in the cyclic tests of the bridge assemblies. AE monitoring was able to identify column concrete cracking and full development of concrete cracks using a small number of sensors. The AE method was also able to identify rotation of the column for the column-to-footing assembly after fracture of column longitudinal bars.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/j.conbuildmat.2016.06.076</doi><tpages>11</tpages></addata></record> |
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source | ScienceDirect Freedom Collection 2022-2024 |
subjects | Acoustic emission Acoustic emission testing Analysis Bridge Bridges Concrete Cyclic Earthquake Mechanical coupler Mechanical properties Reinforced precast concrete Splice sleeve connector |
title | Acoustic emission monitoring of grouted splice sleeve connectors and reinforced precast concrete bridge assemblies |
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