2015
DOI: 10.1051/epjconf/20159404005
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Scale and size effects in dynamic fracture of concretes and rocks

Abstract: Abstract. Structural-temporal approach based on the notion of incubation time is used for interpretation of strain-rate effects in the fracture process of concretes and rocks. It is established that temporal dependences of concretes and rocks are calculated by the incubation time criterion. Experimentally observed different relations between ultimate stresses of concrete and mortar in static and dynamic conditions are explained. It is obtained that compressive strength of mortar at a low strain rate is greater… Show more

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Cited by 3 publications
(2 citation statements)
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“…Experimental works on the determination of concrete behavior using the Split Hopkinson Bar tests reported in the literature investigated the normal, high and ultra high-strength concretes, with or without fibers, employing generally greater sample sizes in terms of the height/diameter ratio [12][13][14][15][16][17][20][21][22][23][24][25]. In this study, smaller height/diameter ratios for samples have been preferred to achieve higher strain rates, as done in similar works [18,19].…”
Section: Discussionmentioning
confidence: 99%
See 1 more Smart Citation
“…Experimental works on the determination of concrete behavior using the Split Hopkinson Bar tests reported in the literature investigated the normal, high and ultra high-strength concretes, with or without fibers, employing generally greater sample sizes in terms of the height/diameter ratio [12][13][14][15][16][17][20][21][22][23][24][25]. In this study, smaller height/diameter ratios for samples have been preferred to achieve higher strain rates, as done in similar works [18,19].…”
Section: Discussionmentioning
confidence: 99%
“…Especially, in last two decades, it has become possible to observe the dynamic compressive behavior of the concretes under strain rates of 10 2 -10 3 s −1 using the Split Hopkinson Pressure Bar (SHPB) test setups. Additionally, in some high strain rate studies on fiber-reinforced normal and high-strength concrete samples that had compressive strength values of 35-110 MPa, strain rates in the range of 10 to -700 s -1 were measured by using SHPB test setups [12][13][14][15][16][17]. In these experimental studies, the specimens having radii varying in the range of 50 to 75 mm, and a length of 37.5 mm, were used.…”
Section: Introductionmentioning
confidence: 99%