메뉴 건너뛰기




Volumn 30, Issue 8, 2008, Pages 715-721

Effects of elevated temperature on compressive strength and weight loss of the light-weight concrete with silica fume and superplasticizer

Author keywords

High temperature; Light weight concrete; Pumice; Silica fume

Indexed keywords

CEMENT MANUFACTURE; COMPRESSIVE STRENGTH; CONCRETE CONSTRUCTION; CONCRETES; ICE; LIGHT WEIGHT STRUCTURES; MIXTURES; PORTLAND CEMENT; SILICA; SILICA FUME; SILICATE MINERALS; SILICON COMPOUNDS; STRENGTH OF MATERIALS; WEIGHING;

EID: 47949100382     PISSN: 09589465     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.cemconcomp.2008.01.004     Document Type: Article
Times cited : (162)

References (22)
  • 1
    • 0002772695 scopus 로고
    • Possible new method for the assessment of fire damaged concrete
    • Riley M.A. Possible new method for the assessment of fire damaged concrete. Mag Concr Res 43 155 (1991) 87-92
    • (1991) Mag Concr Res , vol.43 , Issue.155 , pp. 87-92
    • Riley, M.A.1
  • 2
    • 47949108832 scopus 로고    scopus 로고
    • Hammer TA. Compressive strength and e-modulus of elevated temperatures. Trondheim: Report 6.1, High Strength Phase 3.SINTEF-report nr STF70 A 95023: 1995.
    • Hammer TA. Compressive strength and e-modulus of elevated temperatures. Trondheim: Report 6.1, High Strength Phase 3.SINTEF-report nr STF70 A 95023: 1995.
  • 3
    • 0030144674 scopus 로고    scopus 로고
    • Effect of temperature on physical and mechanical properties of concrete containing silica fume
    • Saad M., Abo-El-Enein S.A., Hanna G.B., and Kotkata M.F. Effect of temperature on physical and mechanical properties of concrete containing silica fume. Cement Concr Res 26 5 (1996) 669-675
    • (1996) Cement Concr Res , vol.26 , Issue.5 , pp. 669-675
    • Saad, M.1    Abo-El-Enein, S.A.2    Hanna, G.B.3    Kotkata, M.F.4
  • 5
    • 47949111895 scopus 로고    scopus 로고
    • Gul R, Bingol F. General aspects of concrete resistant to fire. DSI tech bull 200;299:3-8 [in Turkish].
    • Gul R, Bingol F. General aspects of concrete resistant to fire. DSI tech bull 200;299:3-8 [in Turkish].
  • 6
    • 33745948974 scopus 로고    scopus 로고
    • Investigation of the various type of aggregate mortar exposed to fire
    • Turker P., Erdogdu K., and Erdogan B. Investigation of the various type of aggregate mortar exposed to fire. J Cement Concr World 6 31 (2001) 52-69
    • (2001) J Cement Concr World , vol.6 , Issue.31 , pp. 52-69
    • Turker, P.1    Erdogdu, K.2    Erdogan, B.3
  • 9
    • 47949099444 scopus 로고    scopus 로고
    • Hammer TA. Spalling reduction through material design. Trondheim: report 6.2, HSC Phase 3. SINTEF-report nr STF70 A95024: 1995.
    • Hammer TA. Spalling reduction through material design. Trondheim: report 6.2, HSC Phase 3. SINTEF-report nr STF70 A95024: 1995.
  • 10
    • 47949090780 scopus 로고    scopus 로고
    • Lingard J, Hammer TA. Fire resistance of structural lightweight aggregate concrete a literature survey with focus spalling. Available from: : 2004.
    • Lingard J, Hammer TA. Fire resistance of structural lightweight aggregate concrete a literature survey with focus spalling. Available from: : 2004.
  • 11
    • 0020901720 scopus 로고    scopus 로고
    • Copier WJ. The spalling of normal and lightweight concrete exposed to fire. In: Proceedings published in fire safety of concrete structures, fall convention of the American Concrete Institute, Detroit MI, USA: 1983: p. 219-36.
    • Copier WJ. The spalling of normal and lightweight concrete exposed to fire. In: Proceedings published in fire safety of concrete structures, fall convention of the American Concrete Institute, Detroit MI, USA: 1983: p. 219-36.
  • 12
    • 47949088065 scopus 로고    scopus 로고
    • ASTM C 330-02a. Standard specification for lightweight aggregates for structural concrete. Annual book of ASTM standards, 04.02, West Conshohocken, PA: ASTM; 2003.
    • ASTM C 330-02a. Standard specification for lightweight aggregates for structural concrete. Annual book of ASTM standards, 04.02, West Conshohocken, PA: ASTM; 2003.
  • 13
    • 47949119657 scopus 로고    scopus 로고
    • ACI 211.2. Standard practice for selecting proportions for structural lightweight concrete. Detroit, Michigan: American Concrete Institute; 1998.
    • ACI 211.2. Standard practice for selecting proportions for structural lightweight concrete. Detroit, Michigan: American Concrete Institute; 1998.
  • 14
    • 47949093975 scopus 로고    scopus 로고
    • ASTM C. 192. Practice for making and curing concrete test specimens in the laboratory. Annual book of ASTM standards, 04.02, West Conshohocken, PA: ASTM; 2003.
    • ASTM C. 192. Practice for making and curing concrete test specimens in the laboratory. Annual book of ASTM standards, 04.02, West Conshohocken, PA: ASTM; 2003.
  • 15
    • 47949105660 scopus 로고    scopus 로고
    • TS EN 12390-2. Hard concrete experiments; section 2. Ankara: Institute of Turkish Standard; 2002.
    • TS EN 12390-2. Hard concrete experiments; section 2. Ankara: Institute of Turkish Standard; 2002.
  • 16
    • 0041692301 scopus 로고    scopus 로고
    • Effect of water-to-cementitious materials ratio and silica fume on the autogenous shrinkage of concrete
    • Zhang M.H., Tam C.T., and Leow M.P. Effect of water-to-cementitious materials ratio and silica fume on the autogenous shrinkage of concrete. Cement Concrete Res 33 10 (2003) 1687-1694
    • (2003) Cement Concrete Res , vol.33 , Issue.10 , pp. 1687-1694
    • Zhang, M.H.1    Tam, C.T.2    Leow, M.P.3
  • 17
    • 0035273370 scopus 로고    scopus 로고
    • Role of water-binder ratio on the strength development in mortars incorporated with silicafume
    • Rao G.A. Role of water-binder ratio on the strength development in mortars incorporated with silicafume. Cement Concrete Res 31 3 (2001) 443-447
    • (2001) Cement Concrete Res , vol.31 , Issue.3 , pp. 443-447
    • Rao, G.A.1
  • 18
    • 4344640134 scopus 로고
    • The influence of high temperature on the physical and mechanical properties of ordinary portland cement and silica fume mortar
    • Akoz F., Yuzer N., and Koral S. The influence of high temperature on the physical and mechanical properties of ordinary portland cement and silica fume mortar. Turkish Chamber of Civil Engineers (Tech J-Digest 95) 6 (1995) 287-292
    • (1995) Turkish Chamber of Civil Engineers (Tech J-Digest 95) , vol.6 , pp. 287-292
    • Akoz, F.1    Yuzer, N.2    Koral, S.3
  • 19
    • 47949086704 scopus 로고    scopus 로고
    • Yuzer N, Akoz F, Ozturk LD, Caki{dotless}r O. Compressive strength-color change relation in fire-damaged buildings. In: International Scientific Session VSU, vol. 2, Sofia, Bulgaria; 2001. p. 29-35.
    • Yuzer N, Akoz F, Ozturk LD, Caki{dotless}r O. Compressive strength-color change relation in fire-damaged buildings. In: International Scientific Session VSU, vol. 2, Sofia, Bulgaria; 2001. p. 29-35.
  • 20
    • 0036461520 scopus 로고    scopus 로고
    • Effect of test conditions and mixture proportions on behavior of high-strength concrete exposed to high temperatures
    • Phan L., and Carino N. Effect of test conditions and mixture proportions on behavior of high-strength concrete exposed to high temperatures. ACI Mater J 99 1 (2002) 54-66
    • (2002) ACI Mater J , vol.99 , Issue.1 , pp. 54-66
    • Phan, L.1    Carino, N.2
  • 21
    • 13844272571 scopus 로고    scopus 로고
    • The development of high-strength mortars with improved thermal and acid resistance
    • Sobolev K., and Yeginobali A. The development of high-strength mortars with improved thermal and acid resistance. Cement Concrete Res 35 (2004) 578-583
    • (2004) Cement Concrete Res , vol.35 , pp. 578-583
    • Sobolev, K.1    Yeginobali, A.2
  • 22
    • 4344638146 scopus 로고    scopus 로고
    • Compressive strength-color change relation in mortars at high temperature
    • Yuzer N., Akoz F., and Ozturk L.D. Compressive strength-color change relation in mortars at high temperature. Cement Concrete Res 34 (2004) 1803-1807
    • (2004) Cement Concrete Res , vol.34 , pp. 1803-1807
    • Yuzer, N.1    Akoz, F.2    Ozturk, L.D.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.