Full Name
QIAN XUDONG
(not current staff)
Variants
Qian, X.
Qian, X.D.
Qian, X.-D.
Qian Xudong
Qian, Xudong
Qian X.
Xudong Qian
 
Main Affiliation
 
 
Email
cveqxd@nus.edu.sg
 

Publications

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Type:  Article

Results 1-20 of 42 (Search time: 0.005 seconds).

Issue DateTitleAuthor(s)
1Jul-2013A compliance-based approach to measure fracture resistance curve for surface cracked steel platesQian, X. ; Li, Y.
2May-2011A hybrid approach to determine fracture resistance for mode i and mixed-mode i and II fracture specimensQian, X. ; Yang, W.
32013A load-deformation formulation for CHS X- and K-joints in push-over analysesQian, X. ; Zhang, Y.; Choo, Y.S. 
42013A load-deformation formulation with fracture representation based on the J-R curve for tubular jointsQian, X. ; Zhang, Y.; Choo, Y.S. 
52015A load-indentation formulation for cement composite filled pipe-in-pipe structuresQIAN XUDONG ; Wang Yu ; Liew Jat Yuen,Richard ; Zhang, Min-hong 
62015A toughness based deformation limit for fatigue-cracked X-joints under in-plane bendingAhmed A. ; QIAN XUDONG 
7Jun-2013An eta-approach to evaluate the elastic-plastic energy release rate for weld-toe cracks in tubular K-jointsZhang, Y.; Qian, X. 
8Dec-2013Brittle failure caused by lamellar splitting in a large-scale tubular joint with fatigue cracksQian, X. ; Ou, Z.; Swaddiwudhipong, S. ; Marshall, P.W. 
9Jun-2011Calibration of Weibull parameters using the conventional mechanism-based strain gradient plasticityQian, X. ; Zhang, S.; Swaddiwudhipong, S. 
10Sep-2008Cleavage fracture modeling of pressure vessels under transient thermo-mechanical loadingQian, X. ; Dodds Jr., R.H.; Yin, S.; Bass, R.
11Sep-2011Ductile extension of 3-D external circumferential cracks in pipe structuresYang, W.; Qian, X. 
12Mar-2013Ductile tearing assessment of high-strength steel X-joints under in-plane bendingQian, X. ; Li, Y.; Ou, Z. 
13Sep-2010Effect of residual stresses on the linear-elastic KI-T field for circumferential surface flaws in pipesQian, X. ; Li, T. 
14Apr-2006Effects of boundary conditions and chord stresses on static strength of thick-walled CHS K-jointsChoo, Y.S. ; Qian, X.D. ; Wardenier, J.
1517-Jan-2017Enhanced particle swarm optimization for size and shape optimization of truss structuresHongyou Cao ; Xudong Qian ; Zhijun Chen; Hongping Zhu
16Apr-2013Failure assessment diagrams for circular hollow section X- and K-jointsQian, X. 
172014Fatigue and residual strength of concrete-filled tubular X-joints with full capacity weldsQian, X. ; Jitpairod, K.; Marshall, P. ; Swaddiwudhipong, S.; Ou, Z.; Zhang, Y.; Pradana, M.R.
182013Fatigue performance of tubular X-joints with PJP+ welds: I - Experimental studyQian, X. ; Petchdemaneengam, Y.; Swaddiwudhipong, S. ; Marshall, P. ; Ou, Z. ; Nguyen, C.T. 
192013Fatigue performance of tubular X-joints with PJP+ welds: I - Experimental studyQian, X. ; Petchdemaneengam, Y.; Swaddiwudhipong, S. ; Marshall, P. ; Ou, Z.; Nguyen, C.T. 
202013Fatigue performance of tubular X-joints with PJP+ welds: II - Numerical investigationQian, X. ; Nguyen, C.T. ; Petchdemaneengam, Y.; Ou, Z. ; Swaddiwudhipong, S. ; Marshall, P.