Civil Engineering Reference
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[2.19] ASTM, Standard Guide for Estimating Atmospheric Corrosion Resistance of Low
Alloy Steels, American Society for Testing and Materials, West Conshohocken,
2004, G101 .
[2.20] U.S. Dixit, P.M. Dixit, A study on residual stresses in rolling, Int. J. Mach. Tools
Manufact. 37 (6) (1997) 837-853.
[2.21] S. Kamamato, T. Nihimori, S. Kinoshita, Analysis of residual stress and distortion
resulting from quenching in large low-alloy steel shafts, J. Mater. Sci. Technol.
1 (1985) 798-804.
[2.22] M. Toparli, T. Aksoy, Calculation of residual stresses in cylindrical steel bars
quenched in water from 600 C, in: Proceedings of AMSE Conference, 4, New
Delhi, India, 1991, pp. 93-104.
[2.23] S. Jahanian, Residual and thermo-elasto-plastic stress distributions in a heat treated
solid cylinder, Mater. High Temp. 13 (2) (1995) 103-110.
[2.24] F.R. Yuan, S.L. Wu, Transient-temperature and residual-stress fields in axisymmetric
metal components after hardening, J. Mater. Sci. Technol. 1 (1985) 851-856.
[2.25] K. Yamada, Transient thermal stresses in an infinite plate with two elliptic holes, J.
Therm. Stresses 11 (1988) 367-379.
[2.26] Y. Ding, Residual stresses in hot-rolled solid round steel bars and their effect on the
compressive resistance of members. Master Thesis, University of Windsor, Windsor,
Ontario, Canada, 2000.
[2.27] EC2, Eurocode 2—design of concrete structures—part 1-1: General rules and rules
for buildings. BS EN 1992-1-1, British Standards Institution, 2004.
[2.28] EC2, Eurocode 2—design of concrete structures—part 2: concrete bridges—design
and detailing rules. BS EN 1992-2, British Standards Institution, 2005.
[2.29] EN 12390, Testing hardened concrete—part 1: part 1: shape, dimensions and other
requirements for specimens and moulds. BS EN 12390, British Standards Institution,
2000.
[2.30] EN 10138, Prestressing steels—part 1: general requirements. BS EN 10138, British
Standards Institution, 2006.
[2.31] EC2, Eurocode 2: design of concrete structures—part 1-2: general rules. Structural
Fire Design. British Standards Institution, BS EN 1992-1-2, London, UK, 2004.
[2.32] I.M. Viest, Investigation of stud shear connectors for composite concrete and steel
T-beams, ACI J. 27 (1956) 875-891, Title No.52-56 .
[2.33] B. Thurlimann, Fatigue and static strength of stud shear connectors, ACI J. 30 (12)
(1959) 1287-1302.
[2.34] CP 117, Part 1. Composite Construction in Structural Steel and Concrete: Simply
Supported Beams in Building, British Standards Institution, London, 1965.
[2.35] CP 117, Part 2. Composite Construction in Structural Steel and Concrete: Beams for
Bridges, British Standards Institution, London, 1967.
[2.36] BS 5950, Part 3. Code of Practice for Design of Simple and Continuous Composite
Beams, British Standards Institution, London, 1990.
[2.37] EC4, Eurocode 4—design of composite steel and concrete structures—part 1-1: gen-
eral rules and rules for buildings. BS EN 1994-1-1, British Standards Institution, 2004.
[2.38] BS 5400, Part 5. Design of Composite Bridges, British Standards Institution, London,
1979.
[2.39] R.P. Johnson, Composite structures of steel and concrete, In: Beams, Slabs, Columns
and Frames for Building, vol. 1, Blackwell Scientific Publications, Oxford, 1971.
[2.40] R.P. Johnson, D. Anderson, Designers 'Handbook' to Eurocode 4: Part 1.1, 'Design
of Steel and Composite Structures', Thomas Telford, London, 1993.
[2.41] ECCS, Composite Structures, The construction Press, London, 1981.
[2.42] C.
Johnson, Deflection of
steel-concrete composite engineering, Struct. Eng.
124 (10) (1998) 1159-1165.
 
 
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