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Francis Tin-Loi

BE PhD Monash, CPEng, MIEAust

Professor of Civil Engineering

Contact Details

Office Location:
CE 616 Civil Engineering Building (H20)
Phone: +61 2 9385 6223
Fax: + 61 2 9385 6139
Email: f.tinloiroberto@unsw.edujlo.au

Teaching Areas

Strength of Materials
Structural Analysis and Design
Bridge Engineering

Research Areas

Identification of quasibrittle fracture parameters
Smoothing of contact mechanics problems
Limit analysis in the presence of constitutive instabilities
Large scale limit and shakedown analyses

Recent Publications

2007

F Tin-Loi, S Tangaramvong, SH Xia (2007) Limit analysis of frames involving unilateral supports with frictional contact, International Journal of Mechanical Sciences 49: 454-465.

F Tin-Loi, NS Ngo (2007) Performance of a p-adaptive finite element method for shakedown analysis, International Journal of Mechanical Sciences 49: 1166-1178.

S Tangaramvong, F Tin-Loi (2007) Limit analysis of strain softening steel frames under pure bending, Journal of Constructional Steel Research 63: 1151-1159.

S Tangaramvong, F Tin-Loi (2007) A complementarity approach for elastoplastic analysis of strain softening frames under combined bending and axial force, Engineering Structures 29: 742-753.

Y-L Pi, MA Bradford, F Tin-Loi (2007) Flexural-torsional buckling of shallow arches with open thin-walled section under uniform radial loads, Thin-Walled Structures 45: 352-362.

Y-L Pi, MA Bradford, F Tin-Loi (2007) Nonlinear analysis and buckling of elastically supported circular shallow arches, International Journal of Solids and Structures 44: 2401-2425.

Y-L Pi, MA Bradford, F Tin-Loi, RI Gilbert (2007) Geometric and material nonlinear analysis of elastically restrained arches, Engineering Structures 29: 283-295.

NS Ngo, F Tin-Loi (2007) Shakedown analysis using the p-adaptive finite element method and linear programming, Engineering Structures 29: 46-56.

YJ Guo, AZ Zhu, Y-L Pi, F Tin-Loi (2007) Experimental study on compressive strengths of thick-walled cold-formed sections, Journal of Constructional Steel Research 63: 718-723.

MM Attard, A Nappi, F Tin-Loi (2007) Modelling fracture in masonry, Journal of Structural Engineering 133: 1385-1392.

2008

GS Tong, Y-L Pi, MA Bradford, F Tin-Loi (2008) Buckling and second-order effects in dual shear-flexural systems, Journal of Structural Engineering 134: 1726-1732.

S Tangaramvong, F Tin-Loi (2008) Simultaneous ultimate load and deformation analysis of strain softening frames under combined stresses, Engineering Structures 30: 664-674.

Y-L Pi, MA Bradford, F Tin-Loi (2008) In-plane strength of steel arches, International Journal of Advanced Steel Construction 4: 06-322.

Y-L Pi, MA Bradford, F Tin-Loi (2008) Nonlinear in-plane buckling of rotationally restrained shallow arches under a central concentrated load, International Journal of Non-Linear Mechanics 43: 1-17.

GS Tong, Y-L Pi, MA Bradford, F Tin-Loi (2008) In-plane nonlinear buckling analysis of deep circular arches incorporating transverse stresses, Journal of Engineering Mechanics 134: 362-373.

K Chaimoon, MM Attard, F Tin-Loi (2008) Crack propagation due to time-dependent creep in quasibrittle materials under sustained loading, Computer Methods in Applied Mechanics and Engineering 197: 1938-1952.

MA Bradford, Y-L Pi, F Tin-Loi (2008) In-plane elastic nonlinear analysis of shallow circular arches with generic end restraints, Archives of Civil Engineering LIV: 59-71.

2009

S Tangaramvong, F Tin-Loi (2009) Limit analysis of elastoplastic frames considering 2nd-order geometric nonlinearity and displacement constraints, International Journal of Mechanical Sciences 51: 179-151.

S Prempramote, C Song, F Tin-Loi, G Lin (2009) High-order doubly-asymptotic open boundaries for scalar wave equation, International Journal for Numerical Methods in Engineering 79: 340-374.

S Tangaramvong, F Tin-Loi (2009) Extended limit analysis of strain softening frames involving 2nd-order geometric nonlinearity and limited ductility, Computer Modeling in Engineering & Sciences 42: 217-256.

W Gao, C Song C, F Tin-Loi (2009) Probabilistic interval response and reliability analysis of structures with a mixture of random and interval properties, Computer Modeling in Engineering & Sciences 46: 151-189.

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