Some mechanical properties of high-strength concrete in Hong Kong

HKIE Transactions Hong Kong Institution of Engineers

Volumn 7, Issue 3, 2000, Pages 13-18

  wong, K Y ^a   Kwan, A K H ^a  

^a UNIVERSITY OF HONG KONG   (Hong Kong)

Author keywords

Compressive strength; Elastic Modulus; High Strength Concrete; Poisson s Ratio; Shrinkage; Tensile Strength

Indexed keywords

EID: 0002493319     PISSN: 1023697X     EISSN: None     Source Type: Journal    
DOI: 10.1080/1023697X.2000.10667828     Document Type: Article

References (9)

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3. Kwan A.K.H., Cai Y.B., Cheung m and Chan H.C, –High performance grade 75-80 concrete for in-situ construction in Hong Kong—, Transactions, Hong Kong Institution of Engineers, Vol. i, No. 2, December, 1994, pp 29-36.
4. Kwan A.K.H., Cai Y.B. and Chan H.C., –Development of very high strength concrete for Hong Kong—, Transactions, Hong Kong institution of Engineers, Vol.2, No.2, September, 1995, pp 9-16.
5. Wong K.Y., Development of High Strength Concrete for Hong Kong and Investigation of Their Mechanical Properties, M.PhiL Thesis, The University of Hong Kong, 1996.
6. Neville A.M., Properties of Concrete, Fourth Edition, Addison Wesfey Longman Ltd, Essex, England, 1995.
7. Comite Euro-International Du Beton, –Section 2: Material properties—, CEB- FIP Model Code 1990, Thomas Telford, London, 1993.
8. Ahmad SR and Shah S.P., –Structural properties of high strength concrete and Its implications for precast prestressed concrete—, PCI Journal, Vol.30, No.6r 1985.
9. British Standards Institution, –Section 7\ Elastic deformation, creep, drying shrinkage and thermal strain of concrete—, BritisP Standard: structural Use of Concrete (B58T10: Part 2: 1985), 1985.