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CONFERENCE PROCEEDINGS
8th INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVIL ENGINEERING 2021 , 2021.y., pp. 329-336


SHORT CRACK PROPAGATION OF CONCRETE USING RHEOLOGICAL-DYNAMICAL THEORY
 
DOI: 10.14415/konferencijaGFS2021.31
UDC: 666.972:539.421
CC-BY-SA 4.0 license
Author : Pančić, Aleksandar; Milašinović, Dragan
 
 Summary:
 The Paris law equation can be used only for describing the growth of long cracks. The region of application is defined between threshold energy release rate and fracture energy. The short crack growth occurs under the threshold energy release rate value. Many authors are modified the Paris law for its application on this region. The growth of short cracks of concrete is more complicated than for metals and it is not enough researched. In this paper a novel method for describing a short cracks of concrete is proposed using rheological-dynamical analogy (RDA). This method presents the modification of previously determined RDA method for long crack propagation, where stress range in the crack tip is increased using Kitagawa and Takahashi diagram. Cyclic tensile under three-point bending tests on notched beams are considered. The test results for the verification of RDA method are taken from literature.
 
 Keywords:
 fatigue, RDA method, crack propagation, three-point bending tests, short cracks