Please use this identifier to cite or link to this item: http://nopr.niscpr.res.in/handle/123456789/50547
Full metadata record
DC FieldValueLanguage
dc.contributor.authorDash, Ashwini Kumar-
dc.contributor.authorBehera, Bijoya Kumar-
dc.date.accessioned2019-09-23T07:16:02Z-
dc.date.available2019-09-23T07:16:02Z-
dc.date.issued2019-09-
dc.identifier.issn0975-1025 (Online); 0971-0426 (Print)-
dc.identifier.urihttp://nopr.niscair.res.in/handle/123456789/50547-
dc.description338-343en_US
dc.description.abstractModelling and simulation of 3D orthogonal and interlock fabrics have been studied for tensile applications. This involves building a geometrical model by calculating the proper dimensions of the tows, conversion of the geometrical model into finite element mesh, and subsequently, prediction of tensile properties in the direction of load bearing tows by simulation using meso-finite element modelling. For the simulation, elliptical tow cross-section with aspect ratio 11 has been preferred as the best geometrical modelling parameter. Model results obtained from finite element analysis are then compared with experimental values to authenticate the modelling methodologies. The simulated results of maximum stress at break are found to be higher than the experimental results for both the corresponding orthogonal and interlock structures.en_US
dc.language.isoen_USen_US
dc.publisherNISCAIR-CSIR, Indiaen_US
dc.rights CC Attribution-Noncommercial-No Derivative Works 2.5 Indiaen_US
dc.sourceIJFTR Vol.44(3) [September 2019]en_US
dc.subjectCompositeen_US
dc.subject3-Dimensional reinforcementen_US
dc.subject3D orthogonal fabricen_US
dc.subjectFinite element methoden_US
dc.subjectInterlock fabricen_US
dc.subjectModellingen_US
dc.subjectStress-strain analysisen_US
dc.titleModelling and simulation of 3D orthogonal and interlock fabrics for structural composite applicationsen_US
dc.typeArticleen_US
Appears in Collections:IJFTR Vol.44(3) [September 2019]

Files in This Item:
File Description SizeFormat 
IJFTR 44(3) 338-343.pdf835.21 kBAdobe PDFView/Open


Items in NOPR are protected by copyright, with all rights reserved, unless otherwise indicated.