@ARTICLE{Turoń_B._DIC_2018,
 author={Turoń, B. and Ziaja, D. and Buda-Ożóg, L. and Miller, B.},
 volume={Vol. 64},
 number={No 4/II},
 journal={Archives of Civil Engineering},
 pages={31-48},
 howpublished={online},
 year={2018},
 publisher={WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES},
 abstract={The paper presents the experimental research and numerical simulations of reinforced concrete beams under torsional load. In the experimental tests Digital Image Correlation System (DIC System) Q-450 were used. DIC is a non-contact full-field image analysis method, based on grey value digital images that can determine displacements and strains of an object under load. Numerical simulations of the investigated beams were performed by using the ATENA 3D – Studio program. Creation of numerical models of reinforced concrete elements under torsion was complicated due to difficulties in modelling of real boundary conditions of these elements. The experimental research using DIC can be extremely useful in creating correct numerical models of investigated elements. High accuracy and a wide spectrum of results obtained from experimental tests allow for the modification of the boundary conditions assumed in the numerical model, so that these conditions correspond to the real fixing of the element during the tests.},
 type={Article},
 title={DIC in validation of boundary conditions of numerical model of reinforced concrete beams under torsion},
 URL={http://ochroma.man.poznan.pl/Content/115628/PDF/21_ace-2018-0061.pdf},
 keywords={Digital Image Correlation, DIC, non-contact measurement, concrete, torsion, shear},
}