{"id":490,"date":"2015-10-12T16:38:44","date_gmt":"2015-10-12T16:38:44","guid":{"rendered":"http:\/\/blogs.uakron.edu\/cmg\/?page_id=490"},"modified":"2015-12-03T23:03:42","modified_gmt":"2015-12-03T23:03:42","slug":"i-40-bridges-over-the-rio-grande-in-albuquerque-new-mexico","status":"publish","type":"page","link":"https:\/\/blogs.uakron.edu\/cmg\/i-40-bridges-over-the-rio-grande-in-albuquerque-new-mexico\/","title":{"rendered":"I-40 Bridges Over The Rio Grande In Albuquerque, New Mexico"},"content":{"rendered":"<p>&nbsp;<\/p>\n<p style=\"text-align: left\"><a href=\"http:\/\/blogs.uakron.edu\/cmg\/files\/2015\/11\/b2-1.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"alignnone wp-image-1023\" src=\"http:\/\/blogs.uakron.edu\/cmg\/files\/2015\/11\/b2-1.jpg\" alt=\"b2-1\" width=\"301\" height=\"197\" srcset=\"https:\/\/blogs.uakron.edu\/cmg\/wp-content\/uploads\/sites\/1250\/2015\/11\/b2-1.jpg 331w, https:\/\/blogs.uakron.edu\/cmg\/wp-content\/uploads\/sites\/1250\/2015\/11\/b2-1.jpg?resize=300,197 300w\" sizes=\"auto, (max-width: 301px) 100vw, 301px\" \/><\/a> <a href=\"http:\/\/blogs.uakron.edu\/cmg\/files\/2015\/11\/b2-2.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"alignnone wp-image-1027\" src=\"http:\/\/blogs.uakron.edu\/cmg\/files\/2015\/11\/b2-2.jpg\" alt=\"b2-2\" width=\"296\" height=\"198\" srcset=\"https:\/\/blogs.uakron.edu\/cmg\/wp-content\/uploads\/sites\/1250\/2015\/11\/b2-2.jpg 353w, https:\/\/blogs.uakron.edu\/cmg\/wp-content\/uploads\/sites\/1250\/2015\/11\/b2-2.jpg?resize=300,201 300w\" sizes=\"auto, (max-width: 296px) 100vw, 296px\" \/><\/a><br \/>\nGeneral View \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 Typical Cross-Section Geometry Of The Bridge<\/p>\n<p><a href=\"http:\/\/blogs.uakron.edu\/cmg\/files\/2015\/11\/b2-3.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-full wp-image-1031\" src=\"http:\/\/blogs.uakron.edu\/cmg\/files\/2015\/11\/b2-3.jpg\" alt=\"b2-3\" width=\"385\" height=\"147\" srcset=\"https:\/\/blogs.uakron.edu\/cmg\/wp-content\/uploads\/sites\/1250\/2015\/11\/b2-3.jpg 385w, https:\/\/blogs.uakron.edu\/cmg\/wp-content\/uploads\/sites\/1250\/2015\/11\/b2-3.jpg?resize=300,115 300w\" sizes=\"auto, (max-width: 385px) 100vw, 385px\" \/><\/a><br \/>\nElevation View Of The Portion Of The Eastbound Bridge<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-full wp-image-1035\" src=\"http:\/\/blogs.uakron.edu\/cmg\/files\/2015\/11\/b2-4.jpg\" alt=\"b2-4\" width=\"395\" height=\"213\" srcset=\"https:\/\/blogs.uakron.edu\/cmg\/wp-content\/uploads\/sites\/1250\/2015\/11\/b2-4.jpg 395w, https:\/\/blogs.uakron.edu\/cmg\/wp-content\/uploads\/sites\/1250\/2015\/11\/b2-4.jpg?resize=300,162 300w\" sizes=\"auto, (max-width: 395px) 100vw, 395px\" \/><br \/>\nBridge Substructure<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-full wp-image-1039\" src=\"http:\/\/blogs.uakron.edu\/cmg\/files\/2015\/11\/b2-5.jpg\" alt=\"b2-5\" width=\"823\" height=\"280\" srcset=\"https:\/\/blogs.uakron.edu\/cmg\/wp-content\/uploads\/sites\/1250\/2015\/11\/b2-5.jpg 823w, https:\/\/blogs.uakron.edu\/cmg\/wp-content\/uploads\/sites\/1250\/2015\/11\/b2-5.jpg?resize=300,102 300w, https:\/\/blogs.uakron.edu\/cmg\/wp-content\/uploads\/sites\/1250\/2015\/11\/b2-5.jpg?resize=768,261 768w\" sizes=\"auto, (max-width: 823px) 100vw, 823px\" \/><br \/>\nLocations Of Accelerometers Used for (Refined) Experimental Measurements<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-full wp-image-1043\" src=\"http:\/\/blogs.uakron.edu\/cmg\/files\/2015\/11\/b2-6.jpg\" alt=\"b2-6\" width=\"374\" height=\"242\" srcset=\"https:\/\/blogs.uakron.edu\/cmg\/wp-content\/uploads\/sites\/1250\/2015\/11\/b2-6.jpg 374w, https:\/\/blogs.uakron.edu\/cmg\/wp-content\/uploads\/sites\/1250\/2015\/11\/b2-6.jpg?resize=300,194 300w\" sizes=\"auto, (max-width: 374px) 100vw, 374px\" \/><br \/>\nFirst Stage Of Damage Two-Foot Web<br \/>\nCut Centered at Girder Mid-Span<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-full wp-image-1047\" src=\"http:\/\/blogs.uakron.edu\/cmg\/files\/2015\/11\/b2-7.jpg\" alt=\"b2-7\" width=\"358\" height=\"218\" srcset=\"https:\/\/blogs.uakron.edu\/cmg\/wp-content\/uploads\/sites\/1250\/2015\/11\/b2-7.jpg 358w, https:\/\/blogs.uakron.edu\/cmg\/wp-content\/uploads\/sites\/1250\/2015\/11\/b2-7.jpg?resize=300,183 300w\" sizes=\"auto, (max-width: 358px) 100vw, 358px\" \/><br \/>\nSecond Stage Of Damage Six-Foot Cut From The Center Of The Web To The Bottom Flange at Girder Mid-Span<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-full wp-image-1051\" src=\"http:\/\/blogs.uakron.edu\/cmg\/files\/2015\/11\/b2-8.jpg\" alt=\"b2-8\" width=\"182\" height=\"248\" \/><br \/>\nThird Stage Of Damage Six Foot Cut In The Web Plus Half of Bottom Flange Cut at Girder Mid-Span<\/p>\n<p><a href=\"http:\/\/blogs.uakron.edu\/cmg\/files\/2015\/11\/b2-9.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-full wp-image-1055\" src=\"http:\/\/blogs.uakron.edu\/cmg\/files\/2015\/11\/b2-9.jpg\" alt=\"b2-9\" width=\"364\" height=\"200\" srcset=\"https:\/\/blogs.uakron.edu\/cmg\/wp-content\/uploads\/sites\/1250\/2015\/11\/b2-9.jpg 364w, https:\/\/blogs.uakron.edu\/cmg\/wp-content\/uploads\/sites\/1250\/2015\/11\/b2-9.jpg?resize=300,165 300w\" sizes=\"auto, (max-width: 364px) 100vw, 364px\" \/><\/a><br \/>\nFourth Stage Of Damage Six-Foot Cut In The Web Plus Full Bottom Flange Cut at Girder Mid-Span<\/p>\n<p>&nbsp;<\/p>\n<ul>\n<li>For All Investigated Damage Scenarios of The I-40 Bridge, Detection was reliably achieved<\/li>\n<li>Distinctive Pattern Exists For The New Damage-Parameter Experimental Distributions With:\n<ul>\n<li>Persistently-Monotonic Abrupt Changes With Increased Damage<\/li>\n<li>Equal Changes In Crack Sizes Producing Disproportionate Change In Damage Index<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<ul>\n<li>Demonstrated Feasibility Of Scheme With Modest Demands For Input\/Output Signal Measurements<\/li>\n<li>A Single Flexural Mode Processing For Each Case Proved Sufficient For Detection<\/li>\n<\/ul>\n<p><strong>Advantages Of Proposed NDE Scheme:<\/strong><\/p>\n<ul>\n<ul>\n<ul>\n<li>Sound Theoretical Basis<\/li>\n<li>\u201cModest\u201d System \/ Operation Requirements:\n<ul>\n<li>Strain Sensors<\/li>\n<li>Rotation Sensors<\/li>\n<li>Accelerometer (Dynamic)<\/li>\n<\/ul>\n<\/li>\n<li>Direct Approach \/ Distinct Pattern-Easily Recognized&lt;\\LI&gt;<\/li>\n<\/ul>\n<\/ul>\n<\/ul>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>&nbsp; General View \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 Typical Cross-Section Geometry Of The Bridge Elevation View Of The Portion Of The Eastbound Bridge Bridge Substructure Locations Of Accelerometers [&hellip;]<\/p>\n","protected":false},"author":2358,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_monsterinsights_skip_tracking":false,"_monsterinsights_sitenote_active":false,"_monsterinsights_sitenote_note":"","_monsterinsights_sitenote_category":0,"footnotes":""},"class_list":["post-490","page","type-page","status-publish","hentry"],"jetpack_sharing_enabled":true,"_links":{"self":[{"href":"https:\/\/blogs.uakron.edu\/cmg\/wp-json\/wp\/v2\/pages\/490","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/blogs.uakron.edu\/cmg\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/blogs.uakron.edu\/cmg\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/blogs.uakron.edu\/cmg\/wp-json\/wp\/v2\/users\/2358"}],"replies":[{"embeddable":true,"href":"https:\/\/blogs.uakron.edu\/cmg\/wp-json\/wp\/v2\/comments?post=490"}],"version-history":[{"count":13,"href":"https:\/\/blogs.uakron.edu\/cmg\/wp-json\/wp\/v2\/pages\/490\/revisions"}],"predecessor-version":[{"id":1783,"href":"https:\/\/blogs.uakron.edu\/cmg\/wp-json\/wp\/v2\/pages\/490\/revisions\/1783"}],"wp:attachment":[{"href":"https:\/\/blogs.uakron.edu\/cmg\/wp-json\/wp\/v2\/media?parent=490"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}