Extension towards early age concrete of CEB-FIP model code 1990 stress-strain relation for short-term compressive loading

ACI Materials Journal

Volumn 96, Issue 1, 1999, Pages 95-100

  De Schutter, G ^a  

^a NONE

Author keywords

Concrete; Modeling; Stress strain relationships

Indexed keywords

CODES (STANDARDS); COMPRESSIVE STRESS; STRAIN; STRESS ANALYSIS; COMPUTER SIMULATION; DURABILITY; HARDENING; SERVICE LIFE; SHRINKAGE; STRESSES;

COMPRESSIVE LOADING; STRESS-STRAIN RELATIONSHIPS; SHORT-TERM COMPRESSIVE LOADING; STRESS-STRAIN RELATION;

CONCRETES;

EID: 0032590365     PISSN: 0889325X     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (12)

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2. CEB-FIP, CEB-FIP Model Code 1990, Thomas Telford, 1991.
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9. Branco, F. A., and Mendes, P. A., "Thermal Action for Concrete Bridge Design," Journal of Structural Engineering, V. 119, No. 8, 1993, pp. 2313-2331.
10. Krai, S., and Becker, F., "Zur Entwicklung mechanischer Betoneigenschaften im Frühstadium der Erhärtung," Beton, V. 9, 1976, pp. 315-320. (in German)
11. Rostasy, F. S., and Laube, M., "Experimental and Analytical Planning Tools to Minimize Thermal Cracking of Young Concrete," Testing during Concrete Construction, H. W. Reinhardt, ed., Chapman and Hall, London, 1990, pp. 207-223.
12. De Schutter, G., and Taerwe, L., "Degree of Hydration-Based Description of Mechanical Properties of Early Age Concrete," Materials and Structures, V. 29, July 1996, pp. 355-366.