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Centre for Infrastructure Engineering and Safety (CIES), School of Civil and Environmental Engineering
University of New South Wales, Sydney, NSW. Australia
Selected Publications (For more see the link, Prof. Francis Tin-Loi):
N. Ngo, F. Tin-Loi, Shakedown analysis using the p-adaptive finite element method and linear programming, Eng. Struct., 29 (1) (2007), pp. 46-56
Y.-L. Pi, M. A. Bradford, and F. Tin-Loi, “Flexural-torsional buckling of shallow arches with open thin-walled section under uniform radial loads,” Thin-Walled Structures, vol. 45, no. 3, pp. 352–362, 2007.
Pi, Y.L.; Bradford, M.A.; Tin-Loi, F. Nonlinear analysis and buckling of elastically supported circular shallow arches. Int. J. Solids. Struct. 2007, 44, 2401–2425.
Pi, Y.L.; Bradford, M.A.; Tin-Loi, F. Non-linear in-plane buckling of rotationally restrained shallow arches under a central concentrated load. Int. J. Solids. Struct. 2008, 43, 1–17
Gengshu T., Pi Y.L., Bradford M.A., Tin-Loi F.: In-plane nonlinear buckling analysis of deep circular arches incorporating transverse stresses. J. Eng. Mech. 134, 362 (2008)
Pi, Y.-L., Bradford, M. A., and Tin-Loi, F. (2008). “In-plane strength of steel arches.” Adv. Steel Constr., 4(4), 306–322.
E. T. Ooi, C. Song, F. Tin-Loi, and Z. J. Yang, “Automatic modelling of cohesive crack propagation in concrete using polygon scaled boundary finite elements,” Engineering Fracture Mechanics, vol. 93, pp. 13–33, 2012.
E. T. Ooi, C. Song, F. Tin-Loi, and Z. Yang, “Polygon scaled boundary finite elements for crack propagation modelling,” International Journal for Numerical Methods in Engineering, vol. 91, no. 3, pp. 319–342, 2012.
E. T. Ooi, M. Shi, C. Song, F. Tin-Loi, and Z. J. Yang, “Dynamic crack propagation simulation with scaled boundary polygon elements and automatic remeshing technique,” Engineering Fracture Mechanics, vol. 106, pp. 1–21, 2013.
H. Man, C. Song, T. Xiang, W. Gao, F. Tin-Loi, High-order plate bending analysis based on the scaled boundary finite element method, International Journal for Numerical Methods in Engineering 95 (2013) 331–360.
Hou Man, Chongmin Song, Wei Gao and Francis Tin-Loi, “Semi-analytical analysis for piezoelectric plate using the scaled boundary finite-element method”, Computers & Structures, Vol. 137, pp 47-62, June 2014
I. Chiong, E. T. Ooi, C. Song, and F. Tin-Loi, “Computation of dynamic stress intensity factors in cracked functionally graded materials using scaled boundary polygons,” Engineering Fracture Mechanics, vol. 131, pp. 210–231, 2014
Ooi E, Song C, Tin-Loi F (2014) A scaled boundary polygon formulation for elasto-plastic analyses. Comput Methods Appl Mech Eng 268:905–937
Yang C; Tangaramvong S; Gao W; Tin-Loi F, 2015, 'Interval elastoplastic analysis of structures', Computers and Structures, vol. 151, pp. 1 - 10
Tangaramvong S; Tin-Loi F; Song CM; Gao W, 2015, 'Interval limit analysis within a scaled boundary element framework', ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part B: Mechanical Engineering, vol. 1
Wu D; Gao W; Li G; Tangaramvong S; Tin-Loi F, 2015, 'Robust assessment of collapse resistance of structures under uncertain loads based on Info-Gap model', Computer Methods in Applied Mechanics and Engineering, vol. 285, pp. 208 – 227
Sawekchai Tangaramvong and Francis Tin-Loi, “Structural optimization under complementarity constraints, 11th World Congress on Structural and Multidisciplinary Optimization 7-12 June 2015, Sydney, Australia
Tangaramvong S; Tin-Loi F; Yang C; Gao W, 2016, 'Interval analysis of nonlinear frames with uncertain connection properties', International Journal of Non-Linear Mechanics, vol. 86, pp. 83 - 95
Di Wu, Wei Gao, Francis Tin-Loi and Yong-Lin Pi, “Probabilistic interval limit analysis for structures with hybrid uncertainty”, Engineering Structures, Vol. 114, pp 195-208, May 2016
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