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STEEL AND CONCRETE STRAINS OF NSW I \ i 'm . ,.---__ .-. . dm-- ! "1 ', ,,\,,. -ST< ... ST, ST. -- L -. dm- .-.... ',~ ..___..___._.----- ---...- - >IXJ , , . ... . -- . . . . . 10 7 1 111 21 - 1 ::= nm. m. ,400 ; E 600 - so0 200 ,o 1, *a Ti."., m. F~gure 4.36. Steel and conerere rlrainr <strong>of</strong> specmen NSF? 110
STEEL AND CONCRETE STRAINS OF NSF4 Tim, rnr Figure 4.37. Slsel and concha seains <strong>of</strong> specimen NSF4
Page 1:
I TOTAL OF 10 PAGES ONLY MAY BE XER
Page 6 and 7:
1+1 6$gn",'kbRly B#blro!heque nalla
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ABSTRACT High-smnsh concrete plater
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ACKNOWLEDGEMENTS Thlr lherlr was co
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2.1.2.2 2. Fine Aggregates I2 2.1.2
Page 14 and 15:
Chapter 5 4.3. Dynam~c Fracture Ene
Page 16 and 17:
F1gure4.3. Filllure paltrmr of lest
Page 18 and 19:
List of Tables Table 2.1 Typ~cal rt
Page 20 and 21:
I
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maxxmurn lenrtle rtnln impact ullxr
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porltlon by gneraung large forcer.
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1.3. Research 0b.iectives Thrr ==ar
Page 28 and 29:
Chapter 2 REVIEW OF LITERATURE 2.1.
Page 30 and 31:
Mmouk and Husretn (1991) reported t
Page 32 and 33:
and m Canada CSA type LO cement are
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For high-ruenah mlrlures. rhc use o
Page 36 and 37:
economy. or for other purposes such
Page 38 and 39:
pracuce a to use s water-ieducmg ad
Page 40 and 41:
where r 2s the ull#mate shear stres
Page 42 and 43:
ZC = penmeterof the column The rhea
Page 44 and 45:
The different theones appllcabls lo
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(71 Damage meehanncr models Models
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loild#n$ Some of there pmpenles are
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where. a = stress rare or vanallon
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arc irltd for all iricii and srmm m
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and Mdregor (1990). Thls lndlcares
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occumd tn the bigger target care th
Page 58 and 59:
Chapter 3 EXPERIMENTAL INVESTIGATIO
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Table 3 2. MIX propomon for I m' of
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Trble 3.4. Detalr of [err rpclmens
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concrere and to ensure nts connrten
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the manufncrurer. Th~r nccelemmerer
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face Concrele rtraln war recorded o
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Figure 3.2. Typical sLHl retnforrem
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Figure 3.4. Cmg of fxe& coacnte fmm
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x Y urnm
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h 4 2WO mm Ftgure 3.10 Top relnforc
Page 81: t F1pt-e 3.13. Test 8st-u~ fordmply
Page 85 and 86: f one conaete atrain-gage located a
Page 88 and 89: Chapter 4 TEST RESULTS AND DISCUSSI
Page 90 and 91: lard war oblalned fmm the aceelerar
Page 92 and 93: concrete strength. and had rhc same
Page 94 and 95: failure IS ductile shear fatlure or
Page 96: perfomt~an ~ncreascd by about 10-30
Page 103 and 104: LOAD. DEFLECTION Ilwimnr 6. I. and
Page 105 and 106: LOAD. DEFLECM)N (SpRim 14.15,and 16
Page 107 and 108: hgux 4.1 I. Load-deflecuon curves f
Page 109 and 110: F~gure 4 13. Load-deflscnon curves
Page 111 and 112: Flsure 4.15. Laad-tlmc curves forrp
Page 113 and 114: Rgm 4.17. Lord-time curves br Epfft
Page 115 and 116: Ftsure 4.19. Dcfl~t~on-oms curves f
Page 117 and 118: Figure 4 11. Deflect>an-t~rneeurver
Page 119 and 120: STEEL AND CONCRETE STRAINS OF HSS2
Page 121 and 122: STEEL AND CONCRETE STRAINS OF HSS4
Page 123 and 124: Figure 4.27 Steel and concrete smns
Page 125 and 126: ,000 STEEL AND CONCRETE STRAINS OF
Page 127 and 128: STEEL AND CONCRETE STRAINS OF NSS2
Page 129 and 130: - STEEL AND CONCRETE STRAINS OF NSS
Page 131: STEEL AND CONCRETE STRAINS OF NSFP
Page 135 and 136: 5.1. Introduction Chapter 5 NUMERIC
Page 137 and 138: 5.3. Punching Shear (Static Capacit
Page 139 and 140: code predrmwmr. the abavs llmll of
Page 141 and 142: 5 6 7 8 9 10 11 12 HSF1 HSF2 HSF3 H
Page 143 and 144: In order to evaluate the pred!etton
Page 145 and 146: where, a, = fracture rlrenglh E = m
Page 147 and 148: And. otN+l = B., b,'V-? - ofN.? ] o
Page 149 and 150: The method of enlculat~ng N from rt
Page 151 and 152: cmclung. called process zone. The r
Page 153 and 154: The eompan%on d fnctue energy berwc
Page 155 and 156: The numeneal lnvcstlgatnon war earn
Page 157 and 158: 6.2. Numerical Investigation An ana
Page 159 and 160: REFERENCES ACI-ASCE Cammlnee 316. 1
Page 161 and 162: CEB (Comltc Eum-lntemar!onal du Ber
Page 163 and 164: Manouk. H.. and Husetn. A 1991. Pun
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