[{"command":"settings","settings":{"basePath":"\/","pathPrefix":"ta\/","ajaxPageState":{"theme":"csir","theme_token":"4R8scBczpUn51WkORcN-hgWituhFeNTcfhTS6T98T_U"},"encrypt_submissions":{"baseUrl":"https:\/\/serc.res.in"}},"merge":true},{"command":"insert","method":"replaceWith","selector":"#node-2887","data":"\u003Cdiv id=\u0022node-2887\u0022 class=\u0022node node-research-external-projects clearfix\u0022 about=\u0022\/ta\/pipe-fracture-studies-under-compliant-bending\u0022 typeof=\u0022sioc:Item foaf:Document\u0022\u003E\n\n        \u003Ch2\u003E\n      \u003Ca href=\u0022\/ta\/pipe-fracture-studies-under-compliant-bending\u0022\u003EPipe fracture studies under compliant bending \u003C\/a\u003E\n    \u003C\/h2\u003E\n    \u003Cspan property=\u0022dc:title\u0022 content=\u0022Pipe fracture studies under compliant bending \u0022 class=\u0022rdf-meta element-hidden\u0022\u003E\u003C\/span\u003E\u003Cspan property=\u0022sioc:num_replies\u0022 content=\u00220\u0022 datatype=\u0022xsd:integer\u0022 class=\u0022rdf-meta element-hidden\u0022\u003E\u003C\/span\u003E\n  \n  \u003Cdiv class=\u0022content clearfix\u0022\u003E\n    \u003Cdiv class=\u0022field field-name-body field-type-text-with-summary field-label-above\u0022\u003E\u003Cdiv class=\u0022field-label\u0022\u003EAbout:\u0026nbsp;\u003C\/div\u003E\u003Cdiv class=\u0022field-items\u0022\u003E\u003Cdiv class=\u0022field-item even\u0022 property=\u0022content:encoded\u0022\u003E\u003Cp style=\u0022text-align:justify;\u0022\u003EFracture studies were carried out on 18 numbers of 219 mm diameter of SA 333 Gr. 6 carbon steel straight pipes and elbows having through-wall crack under four point bending. The investigations have shown that the load carrying capacity of the pipes under finite compliance (fixed end condition) increases when compared to infinite compliance (simply supported condition). The load carrying capacity of the pipes under finite compliance weakly depends on the initial crack angle whereas the load carrying capacity of the pipes under infinite compliance strongly depends on the initial crack angle. The safety margin is quite large particularly with a stiff piping system. This benefit in terms of increase in safety margin from LBB point of view is due to the moment redistribution.\u003C\/p\u003E\n\u003C\/div\u003E\u003C\/div\u003E\u003C\/div\u003E\u003Cdiv class=\u0022field field-name-field-project-images field-type-image field-label-above\u0022\u003E\u003Cdiv class=\u0022field-label\u0022\u003EProject Images:\u0026nbsp;\u003C\/div\u003E\u003Cdiv class=\u0022field-items\u0022\u003E\u003Cdiv class=\u0022field-item even\u0022\u003E\u003Cimg typeof=\u0022foaf:Image\u0022 src=\u0022https:\/\/serc.res.in\/sites\/default\/files\/ffl2aa.png\u0022 width=\u0022286\u0022 height=\u0022374\u0022 alt=\u0022Fracture test set-up on 219 mm OD pipe specimen under infinite compliance\u0022 title=\u0022Fracture test set-up on 219 mm OD pipe specimen under infinite compliance\u0022 \/\u003E\u003C\/div\u003E\u003Cdiv class=\u0022field-item odd\u0022\u003E\u003Cimg typeof=\u0022foaf:Image\u0022 src=\u0022https:\/\/serc.res.in\/sites\/default\/files\/ffl2b.jpg\u0022 width=\u00221024\u0022 height=\u0022768\u0022 alt=\u0022Close-up view of instrumentation\u0022 title=\u0022Close-up view of instrumentation\u0022 \/\u003E\u003C\/div\u003E\u003Cdiv class=\u0022field-item even\u0022\u003E\u003Cimg typeof=\u0022foaf:Image\u0022 src=\u0022https:\/\/serc.res.in\/sites\/default\/files\/ffl2c.png\u0022 width=\u00221024\u0022 height=\u0022381\u0022 alt=\u0022\u0022 \/\u003E\u003C\/div\u003E\u003Cdiv class=\u0022field-item odd\u0022\u003E\u003Cimg typeof=\u0022foaf:Image\u0022 src=\u0022https:\/\/serc.res.in\/sites\/default\/files\/ffl2d.png\u0022 width=\u00221024\u0022 height=\u0022381\u0022 alt=\u0022Close-up view of crack tip locations\u0022 title=\u0022Close-up view of crack tip locations\u0022 \/\u003E\u003C\/div\u003E\u003Cdiv class=\u0022field-item even\u0022\u003E\u003Cimg typeof=\u0022foaf:Image\u0022 src=\u0022https:\/\/serc.res.in\/sites\/default\/files\/ffl2f.jpg\u0022 width=\u00221024\u0022 height=\u0022768\u0022 alt=\u0022Close-up view of crack tip locations\u0022 title=\u0022Close-up view of crack tip locations\u0022 \/\u003E\u003C\/div\u003E\u003Cdiv class=\u0022field-item odd\u0022\u003E\u003Cimg typeof=\u0022foaf:Image\u0022 src=\u0022https:\/\/serc.res.in\/sites\/default\/files\/ffl2g.jpg\u0022 width=\u00221024\u0022 height=\u0022768\u0022 alt=\u0022Close-up view of crack tip locations\u0022 title=\u0022Close-up view of crack tip locations\u0022 \/\u003E\u003C\/div\u003E\u003Cdiv class=\u0022field-item even\u0022\u003E\u003Cimg typeof=\u0022foaf:Image\u0022 src=\u0022https:\/\/serc.res.in\/sites\/default\/files\/ffl2bb.png\u0022 width=\u0022262\u0022 height=\u0022318\u0022 alt=\u0022Fracture test set-up on 219 mm OD pipe specimen under finite compliance\u0022 title=\u0022Fracture test set-up on 219 mm OD pipe specimen under finite compliance\u0022 \/\u003E\u003C\/div\u003E\u003C\/div\u003E\u003C\/div\u003E\u003Cdiv class=\u0022field field-name-field-project-enterprise-categor field-type-taxonomy-term-reference field-label-above clearfix\u0022\u003E\u003Ch3 class=\u0022field-label\u0022\u003EProject Enterprise Category: \u003C\/h3\u003E\u003Cul class=\u0022links\u0022\u003E\u003Cli class=\u0022taxonomy-term-reference-0\u0022\u003E\u003Ca href=\u0022\/ta\/research-expertise\/fatigue-fracture\u0022 typeof=\u0022skos:Concept\u0022 property=\u0022rdfs:label skos:prefLabel\u0022 datatype=\u0022\u0022\u003EFatigue \u0026amp; Fracture\u003C\/a\u003E\u003C\/li\u003E\u003C\/ul\u003E\u003C\/div\u003E  \u003C\/div\u003E\n\n      \u003Cdiv class=\u0022link-wrapper\u0022\u003E\n      \u003Cul class=\u0022links inline\u0022\u003E\u003Cli class=\u0022node-readless first\u0022\u003E\u003Ca href=\u0022\/ta\/more\/node\/2887\/teaser\u0022 class=\u0022use-ajax\u0022\u003ERead less\u003C\/a\u003E\u003C\/li\u003E\n\u003Cli class=\u0022translation_en\u0022\u003E\u003Ca href=\u0022\/pipe-fracture-studies-under-compliant-bending\u0022 title=\u0022Pipe fracture studies under compliant bending \u0022 class=\u0022translation-link\u0022 xml:lang=\u0022en\u0022\u003EEnglish\u003C\/a\u003E\u003C\/li\u003E\n\u003Cli class=\u0022translation_hi last\u0022\u003E\u003Ca href=\u0022\/hi\/pipe-fracture-studies-under-compliant-bending\u0022 title=\u0022Pipe fracture studies under compliant bending \u0022 class=\u0022translation-link\u0022 xml:lang=\u0022hi\u0022\u003E\u0939\u093f\u0928\u094d\u0926\u0940\u003C\/a\u003E\u003C\/li\u003E\n\u003C\/ul\u003E    \u003C\/div\u003E\n  \n  \n\u003C\/div\u003E","settings":null},{"command":"invoke","selector":"#node-2887","method":"addClass","arguments":["more-load node-teaser"]},{"command":"readmore_ajax","speed":"350"}]