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Hurr-.an. A. 1994 Behav~or of Two Way Slabs Mndc W~th Htgh-Strength Concrete. M.Eng. Thesr. Memonal Unnvmrty of Newfoundland. Canada. Jenren. J.J. Hoseth. K.V.. and Hansen. E.A. 1993. Duct!ltly of Hngh-Strength Concrete at High Rate Londlng. HSC Proceedings. Lfllchammer. pp. 241-250 Klnnunen. S.. md Nylandcr. H. l%O. Punehmg of Concrete Slabs Wtthoa Shear Rclnforcement Tanrilct~on No 158. Royal Inqnlure oFTcchnolnpy. Srwkholm. Sweden. Labtech 1992. Data Acquir!l$m and Rocerr Control Saftwwc. Labontory Technologes Corpamttm. Wilmmgron. USA. Millvem. L.E.. Jenkmr. D.A.. Tang, T.. and Rmr. C.A. 1985. Dyoam~c Cornprerrxve Tert~ng of Concrete. Raceedtng 4 Sympor~um The Iseacuon of Non-nuclear Munlt!ons wlth Structures. Panama Clly Beach. Flanda, pp. 194.199. Manouk. H.. and Chcn. 2. 1993. Finttc Element Analyslr of Hngh-Strength Concrete Slabs. ACI Slnutural Journal. V.90. Na5. pp. 505-513. Mmwk. H.. and Chcn. Z. 1995. Fracture Energy and Tennon Pmpenles ot Wgh- Strength Concrete ASCE Journal of Materials ~n Clvll Engmanng. Va1.7. No 3. Mmouk. H.. and Chen. Z. 1993 Nmllnear Analyr~r of Normal- and HI&-Strength Concrete Slabs. Canrdlan Journal of Civil Engineering. UI. pp. 696.707, Marrouk. H.. Emam. M.. and Hllnl. M.S. 1996 Effece of High-Strength Concrete Columns on the Behavtor of Slat-Column Connecsonr. ACI Structural Journal. V.93. No.5. Title no. 93-S5I. Manouk. H.. and Hurwtn. A. 1991. Experimental Invcouganon on the Behawor of H~gh- Svengh Consretc Slabs. ACI Svuclunl Journal. V.88. No.6.
Manouk. H.. and Husetn. A 1991. Punching Shear Analysts of Reinforced Hlgh- Smngth Concrete Slabs. Canadtan Journal of Civd Enpvnenng. 18. pp. 954-963. Marrouk. H.. and Jlang. D 1996 Ftnlre Element Evaluatton of Shear Enhancement of Hz$-Stnnph Concret; Plater. ACI Smctural Journal. V.93. No.6. Title no. 93- S63. M~ss!cortc. B.. Elwl. A E. and MacGregar. J G 1090. Tenrlan Strffentng Model fcr Planar Remforccd Concrete Members. Journal of Structural Engneenng. ASCE. Volume 116. No. l I. pp. 3039-3058. Minders. S.. Banth~a. N . and Ym. C. 1987. The Fracture Toughness of Concrete Under Impacr Loading. Pergamon Journals Ltd.. Cement and Concrete Research. Val 17. USA. pp. 231-241 Mmdcrr. S. 19W. Rate of Loadnng Eflecrr on L e Fnclure of Cementtllous Malenals. In Appllcarlon of Fracture Mechanics to Cernentlllour Componas. Edirrd 6v S.P. Shah. NATO Advanced Research Workshop. Mantnur Nilhoff Publkrher. Dordreeht. pp.617-636. Ma. J !%I. Shevnng Strength of Remiorccd Concrete Slabs and Fwr~ngr Under Consentrated Laadr. Development Dcpanmcnt Bulletin D47. Panland Cement Asaclaoan. Skoloe. Nadsau. J.S.. Benncth. R., and Fuller. E.R. 1982. Erplvnot~m of the Rau-of-Lordtng and Duraum-of-Load Effecrr m Wood m Tcrm of Fracture Mechanna. Journal of Matenal Scnenee. V.17. pp. 2831-2840. Nonuegan Standard NS 3473. 1992. Cmsntc Struetunr. Design Ruler. Nonucgtan Council fcr Buildtng Standardization (NBR). 4' edluon.
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I TOTAL OF 10 PAGES ONLY MAY BE XER
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1+1 6$gn",'kbRly B#blro!heque nalla
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ABSTRACT High-smnsh concrete plater
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ACKNOWLEDGEMENTS Thlr lherlr was co
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2.1.2.2 2. Fine Aggregates I2 2.1.2
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Chapter 5 4.3. Dynam~c Fracture Ene
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F1gure4.3. Filllure paltrmr of lest
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List of Tables Table 2.1 Typ~cal rt
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I
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maxxmurn lenrtle rtnln impact ullxr
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porltlon by gneraung large forcer.
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1.3. Research 0b.iectives Thrr ==ar
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Chapter 2 REVIEW OF LITERATURE 2.1.
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Mmouk and Husretn (1991) reported t
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and m Canada CSA type LO cement are
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For high-ruenah mlrlures. rhc use o
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economy. or for other purposes such
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pracuce a to use s water-ieducmg ad
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where r 2s the ull#mate shear stres
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ZC = penmeterof the column The rhea
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The different theones appllcabls lo
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(71 Damage meehanncr models Models
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loild#n$ 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
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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
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t F1pt-e 3.13. Test 8st-u~ fordmply
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f one conaete atrain-gage located a
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Chapter 4 TEST RESULTS AND DISCUSSI
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lard war oblalned fmm the aceelerar
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concrete strength. and had rhc same
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failure IS ductile shear fatlure or
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perfomt~an ~ncreascd by about 10-30
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LOAD. DEFLECTION Ilwimnr 6. I. and
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LOAD. DEFLECM)N (SpRim 14.15,and 16
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hgux 4.1 I. Load-deflecuon curves f
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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 and 132: STEEL AND CONCRETE STRAINS OF NSFP
Page 133 and 134: STEEL AND CONCRETE STRAINS OF NSF4
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: CEB (Comltc Eum-lntemar!onal du Ber
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