1 "fib Model Code for Concrete Structures 2010"
2 Zdenek P. Bazant, "Theory of cyclic creep of concrete based on Paris law for fatigue growth of subcritical microcracks" Elsevier BV 63 : 187-200, 2014
3 G. V. Guinea, "Stress intensity factor, compliance and CMOD for a general threepoint-bend beam" Springer Science and Business Media LLC 89 (89): 103-116, 1998
4 Kedar Kirane, "Size effect in Paris law and fatigue lifetimes for quasibrittle materials: Modified theory, experiments and micro-modeling" Elsevier BV 83 : 209-220, 2016
5 Dragan D. Milašinović, "Rheological–dynamical analogy: prediction of buckling curves of columns" Elsevier BV 37 (37): 3965-4004, 2000
6 Dragan D. Milašinović, "Rheological–dynamical analogy: modeling of fatigue behavior" Elsevier BV 40 (40): 181-217, 2003
7 Dragan D. Milašinović, "Rheological–dynamical analogy: Prediction of damping parameters of hysteresis damper" Elsevier BV 44 (44): 7143-7166, 2007
8 Dragan Milasinovic, "Rheological-dynamical continuum damage model for concrete under uniaxial compression and its experimental verification" National Library of Serbia 42 (42): 73-110, 2015
9 Šumarac, D., "Osnovi Mehanike Loma" Naučna knjiga 1990
10 Šumarac, D., "Fracture of reinforced concrete beams subjected to three point bending" 12 (12): 31-44, 2003
1 "fib Model Code for Concrete Structures 2010"
2 Zdenek P. Bazant, "Theory of cyclic creep of concrete based on Paris law for fatigue growth of subcritical microcracks" Elsevier BV 63 : 187-200, 2014
3 G. V. Guinea, "Stress intensity factor, compliance and CMOD for a general threepoint-bend beam" Springer Science and Business Media LLC 89 (89): 103-116, 1998
4 Kedar Kirane, "Size effect in Paris law and fatigue lifetimes for quasibrittle materials: Modified theory, experiments and micro-modeling" Elsevier BV 83 : 209-220, 2016
5 Dragan D. Milašinović, "Rheological–dynamical analogy: prediction of buckling curves of columns" Elsevier BV 37 (37): 3965-4004, 2000
6 Dragan D. Milašinović, "Rheological–dynamical analogy: modeling of fatigue behavior" Elsevier BV 40 (40): 181-217, 2003
7 Dragan D. Milašinović, "Rheological–dynamical analogy: Prediction of damping parameters of hysteresis damper" Elsevier BV 44 (44): 7143-7166, 2007
8 Dragan Milasinovic, "Rheological-dynamical continuum damage model for concrete under uniaxial compression and its experimental verification" National Library of Serbia 42 (42): 73-110, 2015
9 Šumarac, D., "Osnovi Mehanike Loma" Naučna knjiga 1990
10 Šumarac, D., "Fracture of reinforced concrete beams subjected to three point bending" 12 (12): 31-44, 2003
11 Dragan D. Milašinović, "Fatigue crack growth and failure of inelastic rods based on rheological–dynamical analogy" Elsevier BV 33 (33): 372-381, 2011
12 Nawal Kishor Banjara, "Experimental Investigations and Numerical Simulations on the Flexural Fatigue Behavior of Plain and Fiber-Reinforced Concrete" American Society of Civil Engineers (ASCE) 30 (30): 04018151-, 2018
13 "EN 1992-1-1, Eurocode 2: Design of Concrete Structures. Part 1-1: General Rules and Rules for Buildings"
14 A. Toumi, "Crack propagation in concrete subjected to flexuralcyclic loading" Springer Science and Business Media LLC 31 (31): 451-458, 1998
15 Ireneusz Marzec, "Computational simulations of concrete behaviour under dynamic conditions using elasto-visco-plastic model with non-local softening" Techno-Press 15 (15): 515-545, 2015
16 Abraham, N. M., "A study on fatigue crack growth in concrete in the pre-Paris region" 2013
17 Paris, P. C., "A critical analysis of crack propagation laws" 85 : 528-533, 1963