{"id":6012,"date":"2022-03-23T07:43:43","date_gmt":"2022-03-23T07:43:43","guid":{"rendered":"https:\/\/www.nrc.gov.lk\/?page_id=6012"},"modified":"2022-03-23T08:11:53","modified_gmt":"2022-03-23T08:11:53","slug":"optimisation-of-shear-retrofitting-of-rc-beams-via-non-linear-numerical-analysis","status":"publish","type":"page","link":"https:\/\/www.nrc.gov.lk\/index.php\/optimisation-of-shear-retrofitting-of-rc-beams-via-non-linear-numerical-analysis\/","title":{"rendered":"Optimization of Shear Retrofitting of RC beams via Non-linear Numerical Analysis"},"content":{"rendered":"<p><section class=\"kc-elm kc-css-237558 kc_row\"><div class=\"kc-row-container  kc-container\"><div class=\"kc-wrap-columns\"><div class=\"kc-elm kc-css-310965 kc_col-sm-12 kc_column kc_col-sm-12\"><div class=\"kc-col-container\">\n<div class=\"kc-elm kc-css-570748 kc-title-wrap \">\n\n\t<h2 class=\"kc_title page-title font-md lil-line\">Optimization of Shear Retrofitting of RC beams via Non-linear Numerical Analysis <\/h2>\n<\/div>\n<div class=\"kc-elm kc-css-17548\" style=\"height: 20px; clear: both; width:100%;\"><\/div><\/div><\/div><\/div><\/div><\/section><section class=\"kc-elm kc-css-838922 kc_row\"><div class=\"kc-row-container  kc-container\"><div class=\"kc-wrap-columns\"><div class=\"kc-elm kc-css-929772 kc_col-sm-4 kc_column kc_col-sm-4\"><div class=\"kc-col-container\"><div class=\"kc-elm kc-css-763504 kc_box_wrap \"><div><div class=\"one-one\"><p><b>NRC Grant No:<\/b>&nbsp;<span style=\"color: #3c434a; white-space: nowrap;\">17-047<\/span><\/p><p><b>Research Institute:<\/b> University of Peradeniya<\/p><p><strong>Area of Research:<\/strong> Structural Engineering<\/p><p><strong><text>Status:<\/text><\/strong><text>&nbsp; Ongoing<\/text><\/p><\/div><\/div><\/div><\/div><\/div><div class=\"kc-elm kc-css-756247 kc_col-sm-4 kc_column kc_col-sm-4\"><div class=\"kc-col-container\"> <article class=\"sabbi-thumlinepost-card solitude-bg__x kc-elm kc-css-422379\"><figure class=\"sabbi-thumlinepost-card-figure\">\n                           <img loading=\"lazy\" decoding=\"async\" width=\"271\" height=\"211\" src=\"https:\/\/www.nrc.gov.lk\/wp-content\/uploads\/2021\/03\/profile.jpg\" class=\"img-responsive img-thumpost\" alt=\"\" \/>\n                          <\/figure><div class=\"sabbi-thumlinepost-card-meta\">\n                        <h2 class=\"info-box-title ht-5\">Principal Investigator\r\n<\/h2><p>Dr. Hiran Deshantha Yapa<br \/>\nMaterials Laboratory,<br \/>\nEngineering Faculty,<br \/>\nUniversity of Peradeniya,<br \/>\nEOE Periera Mawatha, Peradeniya<br \/>\nEmail:  hdy@pdn.ac.lk<\/p>\n<\/div>\n                <\/article><\/div><\/div><div class=\"kc-elm kc-css-902743 kc_col-sm-4 kc_column kc_col-sm-4\"><div class=\"kc-col-container\"> <article class=\"sabbi-thumlinepost-card solitude-bg__x kc-elm kc-css-827216\"><figure class=\"sabbi-thumlinepost-card-figure\">\n                           <img loading=\"lazy\" decoding=\"async\" width=\"271\" height=\"211\" src=\"https:\/\/www.nrc.gov.lk\/wp-content\/uploads\/2021\/03\/profile.jpg\" class=\"img-responsive img-thumpost\" alt=\"\" \/>\n                          <\/figure><div class=\"sabbi-thumlinepost-card-meta\">\n                        <h2 class=\"info-box-title ht-5\"><\/h2><\/div>\n                <\/article><\/div><\/div><\/div><\/div><\/section><section class=\"kc-elm kc-css-313431 kc_row\"><div class=\"kc-row-container  kc-container\"><div class=\"kc-wrap-columns\"><div class=\"kc-elm kc-css-678423 kc_col-sm-6 kc_column kc_col-sm-6\"><div class=\"kc-col-container\"><div class=\"kc-elm kc-css-824707 kc_text_block\"><\/p>\n<h2 style=\"text-align: justify;\">Summary<\/h2>\n<p style=\"text-align: justify;\">Reinforced concrete (RC) structures in service could fail devastatingly due to lack of shear strength. In the context of the buildings and infrastructure of the country are mainly made of reinforced concrete, identification of such potential damage is extremely vital. The structures in service may lack shear strength due to numerous reasons including: increases in the applied loading, changes in use, reinforcement corrosion, or less conservative shear designs based on earlier design codes. Amongst potential remedial actions, shear retrofitting is currently considered as the most promising approach to address structural shear deficiency in the perspective of economy, time and sustainability. <br \/>The country is currently moving towards massive development, undoubtedly the existing structures are subjected to higher levels of loading than in the past. Moreover, still most of the structures are fairly old, these have probably been designed based on obsolete design guidelines. And also, the demand for durability (e.g. cover, concrete quality) was not tight in the past when compared with the current durability requirements. Hence there is a high possibility to presence of corroded\/weak reinforcements in the existing structures. It is obvious that a national demand for shear retrofitting would arise in near future. In this context, the proposed investigation into find the optimum strengthening configurations for a promising shear retrofitting system possesses a high national relevance. At the successful completion of the project, design guidelines can be established on optimum shear retrofitting. It will be a smart package for the designers (e.g. for RDA) to implement successful and efficient shear strengthening on structures in service at the lowest cost.<\/p>\n<p>\n<\/div><\/div><\/div><div class=\"kc-elm kc-css-454330 kc_col-sm-6 kc_column kc_col-sm-6\"><div class=\"kc-col-container\"><div class=\"kc-elm kc-css-234986 kc_text_block\"><\/p>\n<h2 style=\"text-align: justify;\">Objectives<\/h2>\n<p style=\"text-align: justify;\">1. Verify the potential of a non-linear FE modelling package MIDAS to model the behavior of RC beams retrofitted with CFRP straps.<br \/>2. Identification of the sensitivity ofCFRP number of straps, strap locations, strap stiffness, and strap prestress towards the shear enhancement.<br \/>3. Identification of optimum strengthening configurations via non-linear numerical analyses.<br \/>4. Verification of the findings on the optimum configurations through an experimental series.<\/p>\n<p>\n<\/div><\/div><\/div><\/div><\/div><\/section><section class=\"kc-elm kc-css-442651 kc_row\"><div class=\"kc-row-container  kc-container\"><div class=\"kc-wrap-columns\"><div class=\"kc-elm kc-css-908698 kc_col-sm-12 kc_column kc_col-sm-12\"><div class=\"kc-col-container\"><div class=\"kc-elm kc-css-179810 kc_text_block\"><\/p>\n<h2>Major Equipment Facilitated by Grant<\/h2>\n<div class=\"ja-typo-legend legend-2\">Contents updating&#8230;<\/div>\n<p>\n<\/div><\/div><\/div><\/div><\/div><\/section><section class=\"kc-elm kc-css-344081 kc_row\"><div class=\"kc-row-container  kc-container\"><div class=\"kc-wrap-columns\"><div class=\"kc-elm kc-css-711648 kc_col-sm-3 kc_column kc_col-sm-3\"><div class=\"kc-col-container\"><div class=\"kc-elm kc-css-570805 kc_text_block\"><\/p>\n<p><strong>Designation<\/strong><\/p>\n<p>Principal Investigator (PI)<\/p>\n<p>Deputy Principal Investigator (DPI)<\/p>\n<p>Co- investigator<\/p>\n<p>Co- investigator<\/p>\n<p>Co- investigator<\/p>\n<p>Co- investigator<\/p>\n<p>Co- investigator<\/p>\n<p>Co- investigator<\/p>\n<p>Co- investigator<\/p>\n<\/p>\n<p>\n<\/div><\/div><\/div><div class=\"kc-elm kc-css-500388 kc_col-of-5 kc_column kc_col-of-5\"><div class=\"kc-col-container\"><div class=\"kc-elm kc-css-724037 kc_text_block\"><\/p>\n<p><strong>Name<\/strong><\/p>\n<p>Dr. Meththika Vithanage<\/p>\n<p>Dr. B.C.L. Athapattu<\/p>\n<p>Prof. Ajith de Alwis<\/p>\n<p>Dr. Mahinsasa Narayana<\/p>\n<p>Dr. A. K. Karunarathna<\/p>\n<p>Prof. Ranji Ranjithan<\/p>\n<p>Dr. Mahinsasa Narayana<\/p>\n<p>Prof. Taeho Lee<\/p>\n<p>Dr. Maneesha P. Ginige<\/p>\n<p>\n<\/div><\/div><\/div><div class=\"kc-elm kc-css-3168 kc_col-sm-6 kc_column kc_col-sm-6\"><div class=\"kc-col-container\"><div class=\"kc-elm kc-css-182444 kc_text_block\"><\/p>\n<p><b>Institute<\/b><\/p>\n<p>University of Sri Jayewardenepura<\/p>\n<p>The Open University of Sri Lanka<\/p>\n<p>University of Moratuwa<\/p>\n<p>University of Moratuwa<\/p>\n<p>University of Peradeniya<\/p>\n<p>Waste Management Authority, Western Province<\/p>\n<p>North Carolina State University, USA<\/p>\n<p>Pusan National University Korea<\/p>\n<p>CSIRO, Australia<\/p>\n<p>\n<\/div><\/div><\/div><\/div><\/div><\/section><section class=\"kc-elm kc-css-508229 kc_row\"><div class=\"kc-row-container  kc-container\"><div class=\"kc-wrap-columns\"><div class=\"kc-elm kc-css-283685 kc_col-sm-12 kc_column kc_col-sm-12\"><div class=\"kc-col-container\"><div class=\"kc-elm kc-css-928665\" style=\"height: 20px; clear: both; width:100%;\"><\/div><\/div><\/div><\/div><\/div><\/section><section class=\"kc-elm kc-css-231826 kc_row\"><div class=\"kc-row-container  kc-container\"><div class=\"kc-wrap-columns\"><div class=\"kc-elm kc-css-127080 kc_col-sm-12 kc_column kc_col-sm-12\"><div class=\"kc-col-container\"><\/div><\/div><\/div><\/div><\/section><\/p>\n","protected":false},"excerpt":{"rendered":"","protected":false},"author":1,"featured_media":250,"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-6012","page","type-page","status-publish","has-post-thumbnail","hentry"],"_links":{"self":[{"href":"https:\/\/www.nrc.gov.lk\/index.php\/wp-json\/wp\/v2\/pages\/6012","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.nrc.gov.lk\/index.php\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.nrc.gov.lk\/index.php\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.nrc.gov.lk\/index.php\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.nrc.gov.lk\/index.php\/wp-json\/wp\/v2\/comments?post=6012"}],"version-history":[{"count":2,"href":"https:\/\/www.nrc.gov.lk\/index.php\/wp-json\/wp\/v2\/pages\/6012\/revisions"}],"predecessor-version":[{"id":6014,"href":"https:\/\/www.nrc.gov.lk\/index.php\/wp-json\/wp\/v2\/pages\/6012\/revisions\/6014"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.nrc.gov.lk\/index.php\/wp-json\/wp\/v2\/media\/250"}],"wp:attachment":[{"href":"https:\/\/www.nrc.gov.lk\/index.php\/wp-json\/wp\/v2\/media?parent=6012"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}