Jun 01, 2021 Jun 01, 2021 A universal testing machine (2000 kN capacity) was used for the testing as in Fig. 3. The average of the three-tested cubes was expressed the compressive strength as in Table 3. Download : Download high-res image (386KB) Download : Download full-size image; Fig. 3. concrete cubes and crushing machine of examined mix
If the two lines are touching anywhere, then the concrete is crushing and the section will fail. Shear on the Crack. The modified compression field theory, on which Response-2000 is based, calculates that on a crack surface, shear may exist in cases where the steel
Cement concrete contains mainly cement, water, fine aggregate and coarse ... test), crushing test and impact test. D. Industrial Steel Slag ... is kept in compressive testing machine of 2000 KN capacity as recommended by IS 5816-1959. Value of compressive
Jun 01, 2016 Jun 01, 2016 For each mix proportion (trial mix), three cubes are tested at 7 days, 14 days and 28 days using compression testing machine of 2000 kN capacity at a uniform stress of 149 kg/cm 2 /minute, with the specimen properly placed and centred in the testing machine. Some Al dross specimens were cured for 90 days and tested for compressive strength
In fatigue test, the UTM machine was set with maximum and minimum load of 300 kN and 30 kN respectively with frequency of 5Hz applied at the top surface of reinforced concrete short wall panel. The cycle was set until 1 million cycles and any cracks or failures were checked during the loading process
Beams were tested using 2000 kN universal compression testing machine. Dimensions of concrete and RFT details of tested beams as shown in Fig. 13. Table 6 summarized all beams details. Download : Download high-res image (276KB) Download : Download full-size image; Fig. 13. Beams concrete dimensions & RFT details
The density of hardened concrete is determined following NBN EN 12390-7 by calculation using the measured dimensions. The compressive strength of concrete is determined according to NBN EN 12390-3 . A compression machine (Matest S.p.A C088PN) with a loading capacity of 200–5000 kN
The compressive strength was tested by automatically controlled universal testing machine at constant rate of loading (rate of 0.500 KN/Sec and start load of 0.250 KN with 15% stopping load) at the age of 7, 14 and 28 days of standard water curing and the average values were reported
Fly Ash. Fly ash is the most widely used SCM in concrete. It is used in about 50 percent of ready- mixed concrete (PCA 2000). Class F and Class C fly ashes are pozzolans. Some Class C ashes, when exposed to water, will hydrate and harden, meaning that they may also be considered a hydraulic material. Fly ash generally affects concrete as follows:
This research investigates the flexural and durability performances of reinforced concrete (RC) beams made with induction furnace steel slag aggregate (IFSSA) as a replacement for fired clay brick aggregate (FCBA). To achieve this, 27 RC beams (length: 750 mm, width: 125 mm, height: 200 mm) were made with FCBA replaced by IFSSA at nine replacement levels of 0%, 10%, 20%, 30%, 40%, 50%, 60%, 80
Reinforcements are used concrete that is the concrete is reinforced by steel in the tension region in order to increase its strengths in tension. 1.1 Glass Fibre Reinforced Concrete (GFRC) Fibre ReinforcedConcrete is a concrete made in the same manner as the ordinary concrete but it contains
Oct 20, 2021 Oct 20, 2021 The OPC of grade 43, river sand particle size 2.36 mm of Zone II, and coarse aggregate of size 20 mm was used to produce the concrete with the w/c ratio of 0.5. The cement in the concrete was replaced with 0%, 10%, 20%, 30% Seashell powder and aggregate in the concrete was replaced with 0%, 5%, 10%, 15% seashell aggregate
Apr 01, 2014 Apr 01, 2014 The load was applied at equal increments of 5.0 kN utilizing a 200 kN capacity hydraulic flexure machine. The mid-span deflection was measured for the tested beams using dial gauges. Strain was measured at the mid-span of the beams using 20 mm mechanical strain gauges. The measurements and observations were determined for each load level
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