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Experiments of Mechanical Properties 1. Compression Teston Concrete Cylinder No PEN 201110 1 P66 Dimensions of specimen 3 4 42 Sb. EENUE 20 • Proportional L/MPa Comp Strength 1... Strict Compresse Strength Modach of Elecy (E/MPa] 9 10 912 13 115. 32 10g Bogiem 12 13 14 15 16 17 18 19 20 2. Flexural Strength Failure Load() [kg]: 540 Maximum Beding Moment (M. Specimen Dimemjons (b.h.La fam) 128 Section Modalus (W) Flexural Strength (S)[MPa Sky 22 dicho Initia S15 PL bh 3. Non-Destructive Tests E-10vA Ultrasound wave passing time(): J620 Ultrasound wie velocity ons Ultrasound wave passing length (L. Dynamic Modulus of Elasticity (E.) Apparent specific gravity (a): Schmidt Rebound Numbers: Compressive Strength (MPal Failure Load (P) [KNT: 1312.8 Aritmetic mean of Schmidt Rebound Numbers V [km/sn] Aſkg/dm'] [ms'l E.: kg/cm 8 150x150 46 www $0.90 Weight=8050 2 1728 length 25 Tace overy 47 45 for somet "S 4 6 48 47 น
Experiments of Mechanical Properties 1. Compression Teston Concrete Cylinder No PEN 201110 1 P66 Dimensions of specimen
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Experiments of Mechanical Properties 1. Compression Teston Concrete Cylinder No PEN 201110 1 P66 Dimensions of specimen
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