F. K. Kong MA, MSc, PhD, CEng, FICE, FIStructE, R. H. Evans CBE, DSc, D ès Sc, DTech, PhD, CEng, FICE, FIMechE, FIStructE (auth.)-Reinforced and Prestressed Concrete-Springer US (1987)

66 Properties of structural concrete
in Prestressed Concrete, edited by Sawko, F. Applied Science Publishers Ltd,
London, 1978, Vol. 1, pp. 95-123.
11 Neville, A. M. Creep of Concrete: Plain, Reinforced and Prestressed. North-
Holland Co., Amsterdam, 1970.
12 ACI Committee 209. Shrinkage and Creep in Concrete: 1966-70 (ACI
Bibliography No. 10). American Concrete Institute, Detroit, 1972.
13 CEB-FIP. Model Code for Concrete Structures, English Edition. Cement and
Concrete Association, Slough, 1978.
14 Evans, R. H. and Kong, F. K. Estimation of shrinkage of concrete in
reinforced and prestressed concrete design. Civil Engineering and Public
Works Review, 62, No. 730, May 1967, pp. 559-61.
15 Troxell, G. E., Raphael, J. M. and Davies, R. E. Long-time creep and
shrinkage tests of plain and reinforced concrete. Proc. ASTM, 58, 1958,
pp. 1101-20.
16 Hansen, T. C. and Mattock, A. H. Influence of size and shape of member
on the shrinkage and creep of concrete. Proc. AC1, 63, No. 2, Feb. 1966,
pp. 267-90.
17 Coates, R. C., Coutie, M.G. and Kong, F. K. Structural Analysis. 3rd edn.
Van Nostrand Reinhold, Wokingham. (Tentatively scheduled for 1987/8).
18 Evans, R. H. and Kong, F. K. The extensibility and microcracking of in-situ
concrete in composite prestressed beams. The Structural Engineer, 42, No.6,
June 1964, pp. 181-9.
19 ACI Committee 201. Guide to Durable Concrete. American Concrete
Institute, Detroit, 1982.
20 Somerville, G. The design life of concrete structures. The Structural Engineer,
64A, No. 2, Feb. 1986, pp. 60-71.
21 Hognestad, E. Design of concrete for service life. Concrete 1nternational, 8,
No. 6, June 1986, pp. 63-7.
22 I.Struct.E/ICE Joint Committee. Manual for the Design of Reinforced
Concrete Building Structures. Institution of Struct,ural Engineers, London,
1985.
23 ACI Committee 222. Corrosion of Metals in Concrete. American Concrete
Institute, Detroit, 1985.
24 Hannant, D. J. Nomograms for the failure of plain concrete subjected to
short-term multiaxial stresses. The Structural Engineer, 52, May 1974,
pp. 151-65.
25 Hobbs, D. W., Pomeroy, C. D. and Newman, J. B. Design stresses for
concrete structures subject to multiaxial stresses. The Structural Engineer, 55,
No. 4, April 1977, pp. 151-65.
26 Kupfer, H., Hilsdorf, H. K. and Rusch, H. Behaviour of concrete under
biaxial stresses. Proc. AC1, 66, No. 8, Aug. 1969, pp. 656-66.
27 Johnson, R. P. and Lowe, P. G. Behaviour of concrete under biaxial and
triaxial stresses. In Structures, Solid Mechanics and Engineering Design:
Proceedings of the Southampton 1969 Civil Engineering Materials Conference
edited by Te'eni, M. Wiley-Interscience, 1971, Part 2, pp. 1039-51.
28 Lowe, P. G. Discussion of 'The Mohr envelope offailure for concrete: a study
of its tension-compression part'. Magazine of Concrete Research, 27, No. 91,
June 1975, pp. 121-2.
29 In situ/ Non-destructive Testing of Concrete (ACI SP-82). American Concrete
Institute, Detroit, 1984.
30 Elvery, R. H. Estimating strength of concrete in structures. Concrete, 7, No.
11, Nov. 1973, pp. 49-51.
31 Chung, H. W. An appraisal of the ultrasonic pulse technique for detecting
voids in concrete. Concrete, 12, No. 11, Nov. 1978, pp. 25-8.