Structural fatigue assessment and management of large-scale port logistics equipments

With the advances of port enterprises, much intensive research has been gradually involved in the structural fatigue assessment and management of port logistics equipments. However, relevant work on large-scale port logistics equipments is still lacking due to their complex structures. In addition, a single technique could not effectively deal with complicated structures. As such, a hybrid fatigue assessment method was investigated using the S-N curve and fracture mechanics methods for crack formation and propagation life estimations, respectively. Consequently, the fatigue assessment of a gantry crane was used as an example to illustrate the practicality and efficiency of this approach.

[1]  Marios K. Chryssanthopoulos,et al.  Fatigue reliability of welded steel structures , 2006 .

[2]  Wolfgang Fricke,et al.  Comparison of different structural stress approaches for fatigue assessment of welded ship structures , 2005 .

[3]  T. A. Shugar,et al.  Reliability analysis of fatigue life of the connectors—the US Mobile Offshore Base , 2002 .

[4]  Gary Marquis,et al.  An aging aircraft's wing under complex multiaxial spectrum loading: Fatigue assessment and repairing , 2006 .

[5]  T. D. Righiniotis Influence of management actions on fatigue reliability of a welded joint , 2004 .

[6]  Antonio J. Gil,et al.  Finite element analysis of prestressed structural membranes , 2006 .

[7]  Mustafa Sabuncu,et al.  Dynamic stability analysis of rotating asymmetric cross-section blade packets , 2006 .

[8]  Darrell F. Socie,et al.  Simple rainflow counting algorithms , 1982 .

[9]  Hiroshi Tada,et al.  The stress analysis of cracks handbook , 2000 .

[10]  P. C. Paris,et al.  A Critical Analysis of Crack Propagation Laws , 1963 .

[11]  Anthony N. Kounadis Dynamic buckling of simple two-bar frames using catastrophe theory , 2002 .

[12]  D. Redekop,et al.  Buckling analysis of an orthotropic thin shell of revolution using differential quadrature , 2005 .

[13]  Marios K. Chryssanthopoulos,et al.  Fatigue and fracture simulation of welded bridge details through a bi-linear crack growth law , 2004 .

[14]  Víctor H. Cortínez,et al.  Non-linear model for stability of thin-walled composite beams with shear deformation , 2005 .

[15]  Anwen Wang,et al.  Development mechanism of local plastic buckling in bars subjected to axial impact , 2006 .

[16]  Yukio Takahashi,et al.  Development of simplified evaluation method for creep-fatigue crack propagation , 2008 .

[17]  Y. Murakami Stress Intensity Factors Handbook , 2006 .

[18]  Qiang Xue,et al.  Dynamic response and instability of frame structures , 2001 .

[19]  Toula Onoufriou,et al.  Developments in structural system reliability assessments of fixed steel offshore platforms , 2001, Reliab. Eng. Syst. Saf..

[20]  R. Wei,et al.  Crack growth based probability modeling of S–N response for high strength steel , 2006 .

[21]  Daniel Thuresson,et al.  Stability of sliding contact-Comparison of a pin and a finite element model , 2006 .

[22]  Franck Schoefs,et al.  Probabilistic modeling of inspection results for offshore structures , 2003 .

[23]  David Taylor,et al.  Fatigue assessment of welded joints using critical distance and other methods , 2005 .

[24]  R. Rackwitz,et al.  PERMAS-RA/STRUREL system of programs for probabilistic reliability analysis , 2006 .