a[mm]/l - Memorial University of Newfoundland DAI

2.1.2.2 2. Fine Aggregates I2
2.1.2.3 Admtxtures .............................................. 13
2 1.2.3 1. Mtneral Admlxrurcs .............................. 11
2.1.2.3.2. Chemtcrl Admixtures ............................. 15
2.1.3. Bmhrng and Mnrlng Squcncer
2.2 Punching Shear Strength
2.3 Impact Performance of C
2.3.1 Ovcrvtew of Mamal Modeilng
......................................
2.32. Smmn Rarer for Vanou3Typrr of Load>% ...................... 31
2.3.3. Prapemesof Concrete Under Dynamnc Laadtng ................. 36
2.3.3 I Compress~ve Strength
2.3 3 2. Modulr. of Elasue~ty ............................................. 27
2.3.3.3. Ult~malc Strrln
2.3 3.4 Comprerrlve Fm
2.3.3.5.Tenrale Laad~ng
2.3.3.6. Tenston Modulus of Elarttcnty
2.3.3.7. Tensile Fracture Energy
.............................. 29
2.3.4. lmpacl Reslrl~ncc of Relnforced Hlgh-Smnglh Concrete Siabr 32
2.3.4.1. Desg hncttcc 32
2.3 4.2. Eumpan Dertgn Codes for Punching Shear Capaclly
and Cnlical Pefiorft~on Velocnlv ........................... 34