{"id":201034,"date":"2018-01-17T21:07:27","date_gmt":"2018-01-17T17:37:27","guid":{"rendered":"http:\/\/www.takbook.com\/best\/stress-strain-model-for-concrete-under-cyclic-loading\/"},"modified":"2018-01-17T21:07:27","modified_gmt":"2018-01-17T17:37:27","slug":"stress-strain-model-for-concrete-under-cyclic-loading","status":"publish","type":"post","link":"https:\/\/www.takbook.com\/best\/stress-strain-model-for-concrete-under-cyclic-loading\/","title":{"rendered":"Stress-strain model for concrete under cyclic loading"},"content":{"rendered":"<div style=\"text-align:center;direction:rtl\">\n<div style=\"border:1px solid #000000!important;padding:12px!important;overflow:auto!important;background:#ffffff!important;margin-bottom:10px;min-width:300px!important;max-width:500px!important;\"><a href=\"http:\/\/sciart.4kia.ir\/info\/290543\/i\/?getppsid=18004\" target=\"_blank\" title=\"Stress-strain model for concrete under cyclic loading\" rel=\"nofollow\"><img src=\"http:\/\/kialink.ir\/img_project\/33253_1515845726.jpg\" alt=\"Stress-strain model for concrete under cyclic loading\" style=\"float:right !important;margin:0 !important;margin-left:10px !important;padding-top:10px !important;width:130px;height:125px;\" \/><\/a><\/p>\n<h3 style=\"font:bold 14px\/1.7 Tahoma!important;margin-top:0px!important;\"><a href=\"http:\/\/sciart.4kia.ir\/info\/290543\/i\/?getppsid=18004\" title=\"Stress-strain model for concrete under cyclic loading\" target=\"_blank\" style=\"text-decoration:none!important;color:#195ada!important;\" rel=\"nofollow\">Stress-strain model for concrete under cyclic loading<\/a><\/h3>\n<p style=\"font:200 13px\/1.5 Tahoma!important;text-align:justify!important;direction:rtl!important;color:#000000\">Stress-strain model for concrete under cyclic loadingA hysteretic stress&ndash;strain model is developed for uncon\ufb01ned concrete with the intention of providing ef\ufb01cientmodelling for the structural behaviour of concrete in seismic regions. The proposed model is based on the\ufb01ndings of previous experimental and analytical studies. The model for concrete subjected to monotonic andcyclic loading comprises four components in compression and tension &ndash; an envelope curve (for monotonic andcyclic loading), an unloading curve, a reloading curve and a transition curve. Formulations for partial unloadingand partial reloading curves are also presented. The reliability of the proposed constitutive model is investigatedfor a reinforced concrete member using a non-linear \ufb01nite-element&#8230;<\/p>\n<div style=\"text-align:center\"><a href=\"http:\/\/sciart.4kia.ir\/info\/290543\/i\/?getppsid=18004\" title=\"Stress-strain model for concrete under cyclic loading\" target=\"_blank\" style=\"background-color:#195ada!important;color:#ffffff!important;text-decoration:none!important;font-size:20px!important;font-weight:bold!important;padding:6px 10px;font-family:arial;\" rel=\"nofollow\">\u062c\u0632\u0626\u06cc\u0627\u062a \u0628\u06cc\u0634\u062a\u0631 \/ \u062f\u0627\u0646\u0644\u0648\u062f<\/a><\/div>\n<\/div>\n<\/div>\n","protected":false},"excerpt":{"rendered":"<p>Stress-strain model for concrete under cyclic loading Stress-strain model for concrete under cyclic loadingA hysteretic stress&ndash;strain model is developed for uncon\ufb01ned concrete with the intention of providing ef\ufb01cientmodelling for the [&#8230;]<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"amp_status":""},"categories":[209],"tags":[28346,95396,19429,117742],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v14.9 - 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