BibTex RIS Kaynak Göster
Yıl 2013, Cilt: 5 Sayı: 2, 38 - 47, 01.06.2013

Öz

Kaynakça

  • [1] John.P.Ries et. al., Lightweight concrete –Two Millennia of proven performance, ESCSI, IS 7001, 2003.
  • [2] Shenbaga R., Kaniraj and Vasant, G., Havanagi,, Correlation analysis of laboratory compaction of fly ashes. ASCE Practice Periodical of Hazardous, Toxic, and Radioactive Waste Management, 5, Paper No. 22158, 25-32, 2001.
  • [3] Zhang.M.H. and Gjorv. O.E., Amer. Concr. Inst. Materials J., 88(2), 150-158, 1991.
  • [4] Holm. T.A., Bremmer. T.W., and Newman J.B., Concrete international, 6(l), 49-54, 1984. [5] Slate. F.O., Nilson. A.H., and Martinez. S., Amer. Concr. Inst. J. 83(6), 606-613, 1986.
  • [6] G.C. Hoff, Proc. 2nd. International Symposium on High Strength Concrete, Berkeley, California, AC1 SP-121,619-644, 1990.
  • [7] Zhang. M.H., and Gjorv. O.E., Amer. Concr. Inst. Materials J., 88(3), 240-247, 1991.
  • [8] TN Gupta, Building Materials in India: 50 Years: A Commemorative Volume Building Materials and Technology Promotion Council, Ministry of Urban Affairs & Employment, Government of India, India, 1998.
  • [9] Alduaij. A, Alshaleh.A, Haque.M.N., and Ellaithy. K., Lightweight concrete in hot coastal areas. Cement and Concrete Composites, 21, 453–458, 1999.
  • [10] Haque.M.N., and Al-Khaiat.H., Strength and durability of lightweight concrete in hot marine exposure conditions. Material Structures, 32, 533–538,1999.
  • [11] Ke. Y. et. al., Influence of volume fraction and characteristics of LWA on the mechanical properties of concrete, Const. and Building Materials, 23 2821-2828, 2009.
  • [12] Balendran R.V. et. al., Influeance of steel fibres on strength and ductility of normal and lightweight high strength concrete, Building and Environment, 37, 1361-1367, 2002.
  • [13] Vengatachalapathy.C., and Thirugnanasambandam.S., A new dimension in aggregate: Lightweight aggregate concrete – An overview”, ICAMAT, Coimbatore,261-265, 2010.
  • [14] ACI 211.2-98, Standard practice for Selecting proportions for Structural Lightweight concrete.
  • [15] IS: 383, Specification for coarse and fine aggregate from natural sources of concrete, (Bureau of Indian Standards), New Delhi, 1970

STREGTH OF LIGHTWEIGHT SINTERED PULVERIZED FUEL ASH AGGREGATE CONCRETE WITH HYBRID FIBRES

Yıl 2013, Cilt: 5 Sayı: 2, 38 - 47, 01.06.2013

Öz

Worldwide commercial demand of lightweight strong aggregate has increased because of its less self-weight than normal weight aggregate, for also structural applications. Lightweight strong aggregates are available naturally in limited quantity. Synthetic lightweight aggregate can be produced from fly ash. Fly ash is a byproduct while burning coal for electricity, since other sources for electricity, hydropower and nuclear power are limited in resources. Fly ash is pollutant. Hence, its disposal is of increasing concern all over the world. Synthetic lightweight aggregate produced from fly ash is a viable source of structural aggregate material and it will be a solution for these environmental challenges. In this study, artificial lightweight aggregates made from pulverized fuel ash are used instead of granite aggregates in concrete along with steel fibres, polyester fibres and results are presented here. The compressive strength of M20 lightweight aggregate concrete (LWAC) is around 27.75N/mm2. With 0.75 percent steel fibre (LS75P0), it is 35.30 N/mm2and with 0.75 percent steel fibre and 0.3 percent polyester fibre (LS75P3), it is 40.60 N/mm2. On adding steel fibre and polyester fibre to LWAC, the compressive strength of concrete increases by 31.20 percent. The findings of this study include the respective Youngs Modulus

Kaynakça

  • [1] John.P.Ries et. al., Lightweight concrete –Two Millennia of proven performance, ESCSI, IS 7001, 2003.
  • [2] Shenbaga R., Kaniraj and Vasant, G., Havanagi,, Correlation analysis of laboratory compaction of fly ashes. ASCE Practice Periodical of Hazardous, Toxic, and Radioactive Waste Management, 5, Paper No. 22158, 25-32, 2001.
  • [3] Zhang.M.H. and Gjorv. O.E., Amer. Concr. Inst. Materials J., 88(2), 150-158, 1991.
  • [4] Holm. T.A., Bremmer. T.W., and Newman J.B., Concrete international, 6(l), 49-54, 1984. [5] Slate. F.O., Nilson. A.H., and Martinez. S., Amer. Concr. Inst. J. 83(6), 606-613, 1986.
  • [6] G.C. Hoff, Proc. 2nd. International Symposium on High Strength Concrete, Berkeley, California, AC1 SP-121,619-644, 1990.
  • [7] Zhang. M.H., and Gjorv. O.E., Amer. Concr. Inst. Materials J., 88(3), 240-247, 1991.
  • [8] TN Gupta, Building Materials in India: 50 Years: A Commemorative Volume Building Materials and Technology Promotion Council, Ministry of Urban Affairs & Employment, Government of India, India, 1998.
  • [9] Alduaij. A, Alshaleh.A, Haque.M.N., and Ellaithy. K., Lightweight concrete in hot coastal areas. Cement and Concrete Composites, 21, 453–458, 1999.
  • [10] Haque.M.N., and Al-Khaiat.H., Strength and durability of lightweight concrete in hot marine exposure conditions. Material Structures, 32, 533–538,1999.
  • [11] Ke. Y. et. al., Influence of volume fraction and characteristics of LWA on the mechanical properties of concrete, Const. and Building Materials, 23 2821-2828, 2009.
  • [12] Balendran R.V. et. al., Influeance of steel fibres on strength and ductility of normal and lightweight high strength concrete, Building and Environment, 37, 1361-1367, 2002.
  • [13] Vengatachalapathy.C., and Thirugnanasambandam.S., A new dimension in aggregate: Lightweight aggregate concrete – An overview”, ICAMAT, Coimbatore,261-265, 2010.
  • [14] ACI 211.2-98, Standard practice for Selecting proportions for Structural Lightweight concrete.
  • [15] IS: 383, Specification for coarse and fine aggregate from natural sources of concrete, (Bureau of Indian Standards), New Delhi, 1970
Toplam 14 adet kaynakça vardır.

Ayrıntılar

Diğer ID JA66BK44MK
Bölüm Makaleler
Yazarlar

Vengatachalapathy Chockalingam Bu kişi benim

S. Thirugnanasambandam Bu kişi benim

Yayımlanma Tarihi 1 Haziran 2013
Yayımlandığı Sayı Yıl 2013 Cilt: 5 Sayı: 2

Kaynak Göster

APA Chockalingam, V., & Thirugnanasambandam, S. (2013). STREGTH OF LIGHTWEIGHT SINTERED PULVERIZED FUEL ASH AGGREGATE CONCRETE WITH HYBRID FIBRES. International Journal of Engineering and Applied Sciences, 5(2), 38-47.
AMA Chockalingam V, Thirugnanasambandam S. STREGTH OF LIGHTWEIGHT SINTERED PULVERIZED FUEL ASH AGGREGATE CONCRETE WITH HYBRID FIBRES. IJEAS. Haziran 2013;5(2):38-47.
Chicago Chockalingam, Vengatachalapathy, ve S. Thirugnanasambandam. “STREGTH OF LIGHTWEIGHT SINTERED PULVERIZED FUEL ASH AGGREGATE CONCRETE WITH HYBRID FIBRES”. International Journal of Engineering and Applied Sciences 5, sy. 2 (Haziran 2013): 38-47.
EndNote Chockalingam V, Thirugnanasambandam S (01 Haziran 2013) STREGTH OF LIGHTWEIGHT SINTERED PULVERIZED FUEL ASH AGGREGATE CONCRETE WITH HYBRID FIBRES. International Journal of Engineering and Applied Sciences 5 2 38–47.
IEEE V. Chockalingam ve S. Thirugnanasambandam, “STREGTH OF LIGHTWEIGHT SINTERED PULVERIZED FUEL ASH AGGREGATE CONCRETE WITH HYBRID FIBRES”, IJEAS, c. 5, sy. 2, ss. 38–47, 2013.
ISNAD Chockalingam, Vengatachalapathy - Thirugnanasambandam, S. “STREGTH OF LIGHTWEIGHT SINTERED PULVERIZED FUEL ASH AGGREGATE CONCRETE WITH HYBRID FIBRES”. International Journal of Engineering and Applied Sciences 5/2 (Haziran 2013), 38-47.
JAMA Chockalingam V, Thirugnanasambandam S. STREGTH OF LIGHTWEIGHT SINTERED PULVERIZED FUEL ASH AGGREGATE CONCRETE WITH HYBRID FIBRES. IJEAS. 2013;5:38–47.
MLA Chockalingam, Vengatachalapathy ve S. Thirugnanasambandam. “STREGTH OF LIGHTWEIGHT SINTERED PULVERIZED FUEL ASH AGGREGATE CONCRETE WITH HYBRID FIBRES”. International Journal of Engineering and Applied Sciences, c. 5, sy. 2, 2013, ss. 38-47.
Vancouver Chockalingam V, Thirugnanasambandam S. STREGTH OF LIGHTWEIGHT SINTERED PULVERIZED FUEL ASH AGGREGATE CONCRETE WITH HYBRID FIBRES. IJEAS. 2013;5(2):38-47.

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