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dc.contributor.authorSutham Arunen_US
dc.contributor.authorThongchai Fongsamootren_US
dc.date.accessioned2018-11-29T07:36:43Z-
dc.date.available2018-11-29T07:36:43Z-
dc.date.issued2018-08-14en_US
dc.identifier.issn2261236Xen_US
dc.identifier.other2-s2.0-85053208481en_US
dc.identifier.other10.1051/matecconf/201819202024en_US
dc.identifier.urihttps://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85053208481&origin=inwarden_US
dc.identifier.urihttp://cmuir.cmu.ac.th/jspui/handle/6653943832/62639-
dc.description.abstract© The Authors, published by EDP Sciences, 2018. Cylinder is one of the most commonly used components which has a risk of having circumferential cracks, especially in the welding zone. When cracks are discovered, it is necessary to perform the failure strength assessment of cracked cylinder and the limit load play an important part as the input of the assessment. At present, the limit load solution for circumferential cracked cylinder under combined bending and torsion can be estimated by using the methods of equivalent moment or biaxial failure parameter. However, these methods still have some limitations. The main aim of this paper is to propose the alternative method for predicting the failure moment of circumferential cracked cylinder under combined bending and torsion. The method used in this paper is based on the modification of biaxial failure parameter and the data from finite element analysis. Details of this method is presented in this paper.en_US
dc.subjectChemistryen_US
dc.subjectEngineeringen_US
dc.subjectMaterials Scienceen_US
dc.titleCollapse load analysis for circumferentially cracked cylinder subjected to combined torsion and bending momentsen_US
dc.typeConference Proceedingen_US
article.title.sourcetitleMATEC Web of Conferencesen_US
article.volume192en_US
article.stream.affiliationsUniversity of Phayaoen_US
article.stream.affiliationsChiang Mai Universityen_US
Appears in Collections:CMUL: Journal Articles

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