journal article·2004-01

On the evaluation of compliance information for common crack growth specimens reinforced by composite patch

Pierluigi Colombi

International Journal of Fracture· Volume 125· Issue 1-2
Publisher page

Abstract

Stress intensity parameter and crack face displacements for compact tension (CT) and central cracked (CCT) steel specimens reinforced by composite patches are evaluated by a suitable analytical model based on fracture mechanics. Results at various crack length for the two analysed specimens configuration are validated through finite element analyses. The proposed analytical technique could then be used to evaluate reliable compliance information on CT and CCT steel specimens reinforced by composite patches.
Source: openaire · Quality: candidate unverified · Source record ↗

Research context

OpenAlex topics: Mechanical Behavior of Composites · Fatigue and fracture mechanics · Structural Behavior of Reinforced Concrete

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (20)

Show source-provided references
1. Baker, A.A. and Jones R. (1988). Bonded Repair of Aircraft Structures, Martinus-Nijhoff Publishers, Amsterdam.10.1007/978-94-009-2752-0 ↗
2. Bassetti, A. (2001). Lamelles pre-contraintes en fibres de carbone pour le renforcement de ponts rivètes endommages par fatigue (in French), PhD thesis, Swiss Fédéral Institute of Technology, EPFL.
3. Colombi, P., Bassetti, A. and Nussbaumer, A. (2003). Analysis of cracked steel members reinforced by pre-stressed composite patch. Fatigue Fract. Engng. Mater. Struct. 26, 59–66.10.1046/j.1460-2695.2003.00598.x ↗
4. Fett T. and Munz D. (1997). Stress intensity factors and weight functions. Computational Mechanics Publications, Southampton.
5. Garden, H.N. (2001). Use of composite in civil engineering infrastructures. Reinforced Plastics 45, 44–50.10.1016/S0034-3617(01)80245-9 ↗
6. Guo, Y. and X. Wu (1999). Bridging stress distribution in center-cracked fiber reinforced metal laminates: modelling and experiment. Engng. Fract. Mech. 63, 147–163.10.1016/S0013-7944(99)00018-1 ↗
7. Hollaway, L.C. and Cadei, J. (2002). Progress in the technique of upgrading metallic structures with advanced polymer composites. Prog. Struct. Engng. Mater. 4, 131–148.10.1002/pse.112 ↗
8. Kam, T.Y., Chu, K.H. and Tsai, Y.C., (1998). Fatigue of cracked plates repaired with single-sided composite patches. AIAA J. 4, 645–650.10.2514/2.418 ↗
9. Miller, T.C., Chajes, M.J., Merts, D.R. and Hastings J.N. (2001). Strengthening of a steel bridge girder using CFRP plates. J. Bridge Engng. (ASCE) 6, 514–522.10.1061/(ASCE)1084-0702(2001)6:6(514) ↗
10. Naboulsi S. and Mall S. (1996). Modelling of cracked metallic structures with bonded composite patch using the three layer technique. Composite Struct. 35, 295–308.10.1016/0263-8223(96)00043-8 ↗
11. Newman, J.C. (1981). A crack-closure model for predicting fatigue crack growth under aircraft spectrum loading. In: Methods and Models for Predicting Fatigue Crack Growth under Random Loading (edited by J.B. Chang and C.M. Hudson, C. M.), ASTM STP 748, 53-84.10.1520/STP28334S ↗
12. Owen, D.R. and Fawkes A.J. (1983). Engineering Fracture Mechanics: Numerical Methods and Applications, Pineridge Pres Ltd., Swansea.
13. Rybicki, E.F. and Kanninen M.F. (1977). A finite element calculation of stress intensity factor by a modified crack closure integral. Engng. Fract. Mech. 9, 931–938.10.1016/0013-7944(77)90013-3 ↗
14. Saxena A. and Hudak S.J. (1978). Review and extension of compliance information for common crack growth specimen. Int. J. Fract. 14, 453–467.10.1007/BF01390468 ↗
15. Sun, C.T. and Klug J. (1996). Analysis of cracked aluminum plates repaired by bonded composite patch. AAIA J. 34, 369–374.10.2514/3.13073 ↗
16. Suresh, S. (1991). Fatigue of Materials, Cambridge University Press, Cambridge.
17. Suzuki, T. and Sakai M. (1994). A model for crack-face bridging. International Journal of Fracture 65, 329–344.10.1007/BF00012372 ↗
18. Tada, H., Paris, P. and Irwin, G. (1973). The Stress Intensity Factor Handbook, Del Research Corporation, Hellertown.
19. Tavakkolizadeh, M. and Saadatmanesh, M. (2003). Fatigue strength of steel girders strengthened with carbon fiber reinforced polymer patch. J. of Struct. Engng. (ASCE) 129, 186–196.10.1061/(ASCE)0733-9445(2003)129:2(186) ↗
20. Wang G.S. and Blom A.F. A strip model for fatigue crack growth predictions under general load conditions. Eng. Fract. Mech. 40, 507–533.10.1016/0013-7944(91)90148-T ↗