The influence of the parameter φ/ρeff on crack widths

Structural Concrete

Volumn 5, Issue 2, 2004, Pages 71-83

  Beeby, Andrew W ^a  

^a UNIVERSITY OF LEEDS   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

BOND STRENGTH (CHEMICAL); CORROSION; CRACKS; INTEGRATION; PARAMETER ESTIMATION; STRESS ANALYSIS;

BARS; CONCRETE PRISMS; CRACK PATTERNS; CRACK WIDTHS;

CONCRETES;

EID: 3242677990     PISSN: 14644177     EISSN: None     Source Type: Journal    
DOI: 10.1680/stco.2004.5.2.71     Document Type: Article

References (18)

1. CEB-FIP Model Code 1990. Comite Euro-International du Beton, Bulletin d'Information No. 213/214, Lausanne, May 1993.
2. PrEN 1992-1-1. Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings. CEN April 2003.
3. Base, G. D., Read, J. B., Beeby, A. W. and Taylor H. P. J. An Investigation of the Crack Control Characteristics of Various Types of Bar in Reinforced Concrete Beams. Cement and Concrete Association Research Report 18, Part 1. December 1966.
4. Haqqi, I. S. Serviceability of reinforced concrete subjected to tension. PhD Thesis, Council for National Academic Awards, December 1983.
5. Farra, B. and Jaccoud, J-P. Influence du beton et de l'armature sur la fissuration des structures en beton - Rapport des essais de tirants sous deformation imposee de court duree. Department de Genie Civil, Ecole Polytechnique Federale de Lausanne. Publication No. 140, November 1993.
6. Jaccoud. J-P., Francou, B. and Camara, J-M. Projet de recherché 82-13. Armature minimale pour le controle de la fissuration: Rapport sur une premiere serie d'essays de courte duree. Ecole Polytechnique federale de Lausanne, Departement de genie Civil. May 1984.
7. Ramos, C. R. and Serre, J. P. Determination Experimental del Coeficiente de Fisuracion en Barras de Acero Milizadas en Concrete Armado. Instituto de Materials y Modelos Estructurales, Universidad Central de Venezuela. Boletin Tecnico, Julio - Sept 1969.
8. Watstein, D. and Parsons, D. E. Width and spacing of tensile cracks in axially reinforced concrete cylinders. Research paper RP1545, National Bureau of Standards, 1943.
9. Clark, A. P. Cracking in reinforced concrete flexural members. Journal of the American Concrete Institute, 1956, 27, No. 8, 851-862.
10. Hognestad, P. E. High strength bars as concrete reinforcement. Part 2: Control of flexural cracking. Journal of the Portland Cement Association Research and Development Laboratories, 1962, 4, No. 1, 46-63.
11. Emperger, V. F. Die Rissfrage bei hohen Stahlspannungen und die zulassige Blosslegung des Stahles. Mitteilungen uber versuche Ausgefuhrt vom Osterreich Eisenbetonausschuss. Vienna, 1935.
12. Broms, B. Theory of the calculation of crack width and crack spacing in reinforced concrete members. Cement och Betong, 1968, No. 1, 52-64.
13. Watstein, D. and Mathey, R. G. Width of cracks in concrete at the surface of reinforcing steel evaluated by means of tensile bond specimens, Journal of American Concrete Institute, 1959, 31, No. 1, 47-56.
14. Husain, S. I. and Ferguson, P. M. Flexural Crack Widths at the Bars in Reinforced Concrete Beams. Research Report No. 102-1F. Center for Highway Research. The University of Texas at Austin.
15. Illston, J. M. and Stevens, R. F. Long term cracking in reinforced concrete beams. Proceedings of the Institution of Civil Engineers, Part II, Research and Theory, 1972, 53, 445-459.
16. Yannopoulos, P. J., Variation of concrete crack widths through the concrete cover to reinforcement. Magazine of Concrete Research, 1989, 41, No. 147, 63-68.
17. Scott, R. H. and Gill, P. A. T. Short term distributions of strain and bond stress along tension reinforcement. The Structural Engineer, 1987, 65B, No. 2, 39-48.
18. Gergely, P. and Lutz, L. A. Maximum Crack Width in Reinforced Concrete Flexural Members. Causes, Mechanism and Control of Cracking in Concrete. SP20, American Concrete Institute, Detroit, 1968, pp. 87-117.