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Articles

The influence of a cracking mode on fatigue crack propagation in steel girders in military bridges

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Pages 1-18 | Received 08 Jun 2014, Accepted 24 Nov 2014, Published online: 07 Jul 2015

References

  • Abdi, F., Qian, Z., Miraj, R., Mosallam, A., Iyer, R., Wang, J., & Logan T. (2006, May 1–4). The residual strength of composite army bridge after fire exposure. 47th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference, Newport, Rhode Island.
  • Abdi, F., Qian, Z., Mosallam, A., Iyer, R., Wang, J., & Logan, T. (2006). Composite army bridges under fatigue cyclic loading. Structure & Infrastructure Engineering: Maintenance, Management, Life-Cycle, 2, 63–73.
  • Banks-Sills, L., & Sherman, D. (1992). On the computation of stress intensity factors for three-dimensional geometries by means of the stiffness derivative and J-integral methods. International Journal of Fracture, 53(1), 1–20.
  • Chen, H.-L., & Choi, J.-H. (2006). Fatigue crack growth and remaining life estimation of AVLB components. Structural Engineering and Mechanics, 23, 651–674.10.12989/sem.2006.23.6.651
  • Cherepanov, G. P. (1967). Crack propagation in continuous media. Journal of Applied Mathematics and Mechanics, 31, 503–512.10.1016/0021-8928(67)90034-2
  • Dolbow, J. E. (1999, December). An extended finite element method with discontinuous enrichment for applied mechanics. (PhD thesis). Retrieved November 13, 2013, from http://dolbow.cee.duke.edu/phd.html
  • Duchaczek, A., & Mańko, Z. (2009). Fatigue tests of steel girders in the military low water bridges. Archives of Institute of Civil Engineering, 5, 83–98. Publishing House of Poznan University of Technology, Poznan (Poland). [in Polish].
  • Duchaczek, A., & Mańko, Z. (2012a). Assessment of direct method of calculating stress intensity factor. Journal of Science of the Gen. Tadeusz Kosciuszko Military Academy of Land Forces, 3, 336–346. [ in Polish].
  • Duchaczek, A., & Mańko, Z. (2012b). Incorporation of mixed mode cracking in fatigue analyses of steel girders. Technical Transactions. Civil Engineering, 109, 51–59. Cracow (Poland). [ in Polish].
  • Duchaczek, A., & Mańko, Z. (2014). Analysis of the development of fatigue cracks in the steel bridge girders using the properties of integral J. Journal of Civil Engineering, Environment and Architecture, XXXI(61), 23–35. Rzeszow University of Technology. [ in Polish].
  • Duchaczek, A., & Mańko, Z. (2015). Determination of the value of stress intensity factor in fatigue life of steel military bridges. European Journal of Environmental and Civil Engineering, 19, 1015–1032.
  • Erdogan, F., & Sih, G. C. (1963). On the crack extension in plates under plane loading and transverse shear. Journal of Fluids Engineering, 85, 519–525.
  • Eshelby, J. D. (1951). The force on an elastic singularity. Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences, 244, 87–112.10.1098/rsta.1951.0016
  • Forman, R. G., Kearney, V. E., & Engle, R. M. (1967). Numerical analysis of crack propagation in cyclic-loaded structures. Journal of Fluids Engineering, 89, 459–463.
  • German, J. (2011). The fundamentals of fracture mechanics. Cracow: Cracow University of Technology . [in Polish].
  • Hussain, M. A., Pu, S. L., & Underwood, J. (1974). Strain energy release rate for a crack under combined Mode I and II. Fracture Analysis. American Society for Testing Materials. Committee E-24 on Fracture Testing of Metals. National Symposium on Fracture Mechanics, (pp. 2–28).
  • Ingraffea, A. R., & Wawrzynek, P. A. (2003 ). Finite element methods for linear elastic fracture mechanics. In R. de Borst & H. Mang (Eds.), Chapter 3.1 in Comprehensive structural integrity. Oxford: Elsevier Science. Retrieved December 8, 2014, from http://www.cfg.cornell.edu/pdf/Comprehensive_Structural_Integrity.pdf
  • Kocańda, S., & Szala, J. (1997). Fundamentals of fatigue calculations. Warsaw: Scientific Publishing House (PWN). [ in Polish].
  • Kumańska, E., & Kossakowski, P. (2011). Subcritical fatigue crack growth of St3S steel and over hundred years old bridge steel. Scientific Journal of Rzeszow University of Technology, no. 276, Civil and Environmental Engineering, 58, 365–372. Rzeszow (Poland). [ in Polish].
  • Li, F. Z., Shih, C. F., & Needleman, A. (1985). A comparison of methods for calculating energy release rates. Engineering Fracture Mechanics, 21, 405–421.10.1016/0013-7944(85)90029-3
  • Mańko, Z., & Duchaczek, A. (2006). Low cycle tests of steel I-beams used in low-water bridges construction. Part 1. Journal of Science of the Gen. Tadeusz Kosciuszko Military Academy of Land Forces, and Research Work WIW/439, General Tadeusz Kościuszko Military Academy of Land Forces, Wroclaw, Poland, 4, 54–65. [ in Polish].
  • Mańko, Z., Kamyk, Z., Zielonka, M., & Sadowski, W. (2001). Rationalisation of local materials use in the structure of low-water bridges. Stage III. Polygon tests. Science and Research Work WIW/439, General Tadeusz Kościuszko Military Academy of Land Forces, Wroclaw, Poland. [ in Polish].
  • Neimitz, A. (1998). Fracture mechanics. Warszawa: Scientific Publishing House (PWN). [ in Polish].
  • Paris, P. C., & Erdogan, F. (1963). A critical analysis of crack propagation laws. Journal of Fluids Engineering, 85, 528–533.
  • PN-87/H-04335. (1987). Metals. Fracture resistance tests in a plane deformation state. [in Polish].
  • PN-EN 10027-1:2007. (2007). Steel determination systems. Part 1. Steel marks. [in Polish].
  • Pook, L. P. (1980). The significance of Mode I branch cracks for combined mode failure. In J. C. Radon (Ed.), Fracture and fatigue, elastoplasticity, thin sheet and micromechanism problems (pp. 143–153). Oxford: Pergamon Press.
  • Rice, J. R. (1968). A path independent integral and the approximate analysis of strain concentration by notches and cracks. Journal of Applied Mechanics, 35, 379–386.10.1115/1.3601206
  • Rozumek, D. (2009). Mixed mode fatigue cracks of constructional materials. Opole: Opole University of Technology . [in Polish].
  • Sih, G. C. (1974). Strain-energy-density factor applied to mixed mode crack problems. International Journal of Fracture, 10, 305–321.10.1007/BF00035493
  • Simões da Silva, L., Rebelo, C., Nethercot, D., Marques, L., Simões, R., & Vila Real, P. M. M. (2009). Statistical evaluation of the lateral-torsional buckling resistance of steel I-beams. Part 2: Variability of steel properties. Journal of Constructional Steel Research, 65, 818–831.
  • Standard test method for linear-elastic plane-strain fracture toughness KIc of metallic materials. (2009). E 399, American Society for Testing and Materials.
  • Sturzbecher, K. (1997). Determination of residual service life with consideration for stochastic values of loading and fracture resistance. Warsaw: The Works of The Road and Bridge Research Institute, 1–2/97, 119–129. [ in Polish].
  • Szata, M. (2002). A description of fatigue crack propagation from the energy perspective. Wroclaw: Publishing House of Wroclaw University of Technology . [in Polish].
  • Hornbeck, B., Kluck, J., & Connor, R. (2005). Trilateral design and test code for military bridging and gap-crossing equipment. Warren, MI: TACOM Research Development and Engineering Center.
  • Wawrzynek, P., & Ingraffea, A. 1993. FRANC2D. A two dimensional crack propagation simulator. User’s guide (Version 3.1). Retrieved December 8, 2014, from http://www.cfg.cornell.edu/doc/F2D_V3.1.pdf

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