Please use this identifier to cite or link to this item:
https://doi.org/10.1016/j.engstruct.2013.01.013
DC Field | Value | |
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dc.title | An eta-approach to evaluate the elastic-plastic energy release rate for weld-toe cracks in tubular K-joints | |
dc.contributor.author | Zhang, Y. | |
dc.contributor.author | Qian, X. | |
dc.date.accessioned | 2014-10-09T07:35:49Z | |
dc.date.available | 2014-10-09T07:35:49Z | |
dc.date.issued | 2013-06 | |
dc.identifier.citation | Zhang, Y., Qian, X. (2013-06). An eta-approach to evaluate the elastic-plastic energy release rate for weld-toe cracks in tubular K-joints. Engineering Structures 51 : 88-98. ScholarBank@NUS Repository. https://doi.org/10.1016/j.engstruct.2013.01.013 | |
dc.identifier.issn | 01410296 | |
dc.identifier.uri | http://scholarbank.nus.edu.sg/handle/10635/90903 | |
dc.description.abstract | This paper proposes an energy-based η approach to estimate the elastic-plastic energy release rate for shallow surface cracks located at the weld toe at the chord crown point near the tension brace in the circular hollow section (CHS) K-joint. This approach evaluates the elastic-plastic energy release rate using the area under the load versus the load-line displacement curve for large-scale tubular K-joints, similar to the conventional η approach used to calculate the energy release rate for facture specimens described in material testing standards. The present work demonstrates that the value of ηpl equals 1 for the shallow cracks considered in tubular K-joints. The effective width (Beff), via which the remaining ligament area (Alig) is calculated, depends on the geometry of the K-joints. The plastic η approach with the proposed effective width Beff, coupled with a previous development on the nonlinear load-deformation formulation for K-joints, predicts closely the elastic-plastic energy release rate along the crack front for cracked tubular K-joints, compared to the conventional domain-integral method. © 2013 Elsevier Ltd. | |
dc.description.uri | http://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1016/j.engstruct.2013.01.013 | |
dc.source | Scopus | |
dc.subject | Circular hollow section (CHS) | |
dc.subject | J-integral | |
dc.subject | Plastic η approach | |
dc.subject | Tubular joint | |
dc.subject | Weld-toe crack | |
dc.type | Article | |
dc.contributor.department | CIVIL & ENVIRONMENTAL ENGINEERING | |
dc.description.doi | 10.1016/j.engstruct.2013.01.013 | |
dc.description.sourcetitle | Engineering Structures | |
dc.description.volume | 51 | |
dc.description.page | 88-98 | |
dc.description.coden | ENSTD | |
dc.identifier.isiut | 000317804100008 | |
Appears in Collections: | Staff Publications |
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