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dc.contributor.authorVerma, J. C.-
dc.date.accessioned2014-09-27T09:33:01Z-
dc.date.available2014-09-27T09:33:01Z-
dc.date.issued1968-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/2422-
dc.guideShukla, D. P.-
dc.description.abstractAll the ordinary mathematical formulas for determining stresses in structural and machine members are based on the assumption that there is continuity of elastic action throughout the members and hence that the distribution of stress on any sect_on of a member can be expressed by a mathematical model, usually of relatively simple form. For example, in a tension member subjected to an axial load the stress is assumed to be dis-trihuter' uniformly over e'ch cross section; in a beam the stress on each cross section is assumed to increase directly with the distance from the neutral axis.....en_US
dc.language.isoenen_US
dc.subjectMECHANICAL & INDUSTRIAL ENGINEERINGen_US
dc.subjectCRACK PROPAGATIONen_US
dc.subjectCAST IRONen_US
dc.subjectMILD STEEL SHEETen_US
dc.titleCRACK PROPAGATION IN CAST IRON AND MILD STEEL SHEETen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number105168en_US
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