@ARTICLE{Bobinski_J._Application_2012,
 author={Bobinski, J. and Tejchman, J.},
 number={No 4},
 journal={Archives of Civil Engineering},
 pages={409-431},
 howpublished={online},
 year={2012},
 publisher={WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES},
 abstract={The paper deals with the application of the eXtended Finite Element Method (XFEM) to simulations of discrete macro-cracks in plain concrete specimens under tension, bending and shear. Fundamental relationships and basic discrete constitutive laws were described. The most important aspects of the numerical implementation were discussed. Advantages and disadvantages of the method were outlined.},
 type={Artykuły / Articles},
 title={Application of Extended Finite Element Method to Cracked Concrete Elements – Numerical Aspects},
 URL={http://ochroma.man.poznan.pl/Content/83840/mainfile.pdf},
 keywords={concrete, crack growth under thermal shocks, eXtended Finite Element Method (XFEM), implementation},
}