2014
DOI: 10.1016/s1003-6326(14)63282-9
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Effect of stress ratio on fatigue lifetime and crack growth behavior of WC–Co cemented carbide

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Cited by 19 publications
(7 citation statements)
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“…The FCG relationship represented in Equation (3) was used as the basic equation for the analysis [ 31 , 32 , 33 ]. where A is a material constant; and Δ K eff (= K max − K op ) and Δ K effth are the effective stress intensity factor range and threshold of the effective stress intensity factor range, respectively; K max and K op are the maximum stress intensity factor and the crack opening stress intensity factor, respectively.…”
Section: Discussionmentioning
confidence: 99%
“…The FCG relationship represented in Equation (3) was used as the basic equation for the analysis [ 31 , 32 , 33 ]. where A is a material constant; and Δ K eff (= K max − K op ) and Δ K effth are the effective stress intensity factor range and threshold of the effective stress intensity factor range, respectively; K max and K op are the maximum stress intensity factor and the crack opening stress intensity factor, respectively.…”
Section: Discussionmentioning
confidence: 99%
“…Therefore, as number of load cycles increasealso crack length increases and after a certain number of cycles failure of a component occurs [26], [31]. Thefatigue testsi.e., rotating bending and deflection bending, were carried out on a fine-grained WC−Co cemented carbide and major purpose was to evaluate behavior of fatigue and fatigue crack growth [60]. According to the authors experimental observations during fatigue development, it was showed that crack initiation growth cycles occupied fatigue lifetime of tested affected zone for WC−Co cemented carbide [43], [60].…”
Section: Fatigue Behavior Of Cemented Carbidementioning
confidence: 99%
“…The cemented carbides specimen were polished by standard techniques therefore surface quality improved which showed less effects on initiation crack growth in the test of thermal fatigue [61].The fatigue test employs classical methodological approach where experienced and skilled people are involved that produced good and reliable results [34], [62].Cemented carbide materials have strong properties against crack propagation of the deformation of materials reducing stress absorption and concentration so that ductile materials undergo more plastic deformation than become more brittle after some amount of crack tip blunting material at the bottom of crack [43,63]. when stress exceeds material strength then a crack must propagate and enough strain energy must be released as crack grows to generate the new surfaces [43], [60]. For crack to grow, the stress must exceed strength of materials at crack frontier and formation of new surfaces crack occurs, enough strain energy is released to supply required surface energy [37], [43].…”
Section: Fatigue Behavior Of Cemented Carbidementioning
confidence: 99%
“…The fatigue and fracture of cemented carbides have been a research focus in the past three decades [6][7][8]. Given the brittle carbide phase content up to 70-97 % in cemented carbides [9], researchers have drawn different conclusions about whether cyclic fatigue or static fatigue plays a dominant role in the fatigue damage of these materials.…”
Section: Introductionmentioning
confidence: 99%