On estimates of durability of FRP based on accelerated tests
Source abstract
Abstract
Abstract Structures externally rehabilitated with fiber reinforced plastics (FRP) are often exposed to aggressive environmental conditions that dictate deterioration mechanisms and shorten their structural life-cycle. That degradation and ensuing failure may be due to a combination of factors and the environmental conditions leading to such failures include cyclic temperature variation, sorption of saline moisture due to salt fogging or dry-wet cycles and immersion in water. This study seeks to contribute to better knowledge of the phenomena involved, by studying degradation of GFRP laminates through tests of mechanical strength after accelerated aging designed to estimate long term natural degradation. The measured degradation is extrapolated to other environmental situations likely to occur for longer periods using Arrhenius type of analysis. The validity of the generalizations based on parameters derived from diffusion studies or from the tensile strength tests is examined. It is preliminarily concluded that Arrhenius equations based on experiments made after salt fogging at 30 °C, 45 °C and 55 °C are not applicable. The extrapolations based on diffusion laws were found unsuccessful. However it was possible to extend the results after accelerated aging to prototype conditions in the case of immersion in salt water by application of Arrhenius methods.
Source: openaire · Quality: candidate unverified · Source record ↗
Research context
OpenAlex topics: Structural Behavior of Reinforced Concrete · Concrete Corrosion and Durability · Mechanical Behavior of Composites
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (45)
Show source-provided references
1. Moussa Omar, Vassilopoulos Anastasios P, de Castro Julia, Keller Thomas. Long-term physical and mechanical properties of cold curing structural epoxy adhesives, CICE 2012, Roma, 2012.10.1002/app.37965 ↗
2. Al-Salloum · 2007
3. FRPs for structural rehabilitation: a survey of recent progress10.1002/1528-2716(200004/06)2:2<133::AID-PSE16>3.0.CO;2-C ↗
4. Concrete columns confined by fiber composite wraps under combined axial and cyclic lateral loads10.1016/S0263-8223(02)00163-0 ↗
5. Toutanji H, Matthys LS, Audenaert K. Behaviour of large-scale columns confined with FRP composites. In: Proceed. 2nd inter. conf. on FRP comp. in civil eng, 2005. p. 321–6.10.1201/9780203970850.ch34 ↗
6. GangaRao · 2007
7. Behaviour of square concrete column confined with GFRP composite warp10.3846/1392-3730.2008.14.6 ↗
8. Degradation of bond between FRP and RC beams10.1016/j.compstruct.2007.10.014 ↗
9. Maxwell AS, Broughton WR, Dean G, Sims GD. Review of accelerated ageing methods and lifetime prediction techniques for polymeric materials. NPL Report-DEPC MPR 016, 2005.
10. Durability prediction for GFRP reinforcing bars using short-term data of accelerated aging tests10.1061/(ASCE)1090-0268(2006)10:4(279) ↗
11. Free/bound water absorption in an epoxy adhesive10.1016/j.polymer.2005.09.008 ↗
12. Dunn · 2010
13. Transient hygrothermal stresses in fiber reinforced composites: a heterogeneous characterization approach10.1016/S1359-835X(03)00135-0 ↗
14. Temperature effect during humid ageing on interfaces of glass and carbon fibers reinforced epoxy composites10.1016/j.jcis.2005.12.023 ↗
15. Buenfeld NR. Advances in predicting the deterioration of reinforced concrete. In: The 7th sir Frederick lea memorial lecture. ICT Yearbook; 2004.
16. Buenfeld NR. Challenges in understanding and predicting the deterioration of concrete structures, In: Proceedings first international conference on performance based and life cycle structural engineering, Hong Kong; 2012. p. 43–51.
17. The use of accelerated ageing procedures to predict the long term strength of GRC composites10.1016/0008-8846(81)90117-4 ↗
18. Dejke V. Durability of FRP reinforcement in concrete. Thesis in civil engineering. Chalmers University of Technology. Sweden. (2001). p. 211.
19. A model specification for FRP composites for civil engineering structures10.1016/S0950-0618(03)00041-2 ↗
20. Gonenc O. Durability and service life prediction of concrete reinforcing materials [Thesis in civil engineering]. University of Winsconsin-Madison; 2003. p. 321.
21. Bhise, V. Strength degradation of GFRP bars. [Thesis in Civil Engineering] Blacksburg, Virginia; 2001. p. 97.
22. Durability of GFRP reinforcing bars embedded in moist concrete10.1061/(ASCE)1090-0268(2009)13:2(66) ↗
23. Nelson · 1990
24. Aging of GFRP laminates and confinement of concrete columns10.1016/j.compstruct.2005.11.033 ↗
25. Crank · 1975
26. Effects of aging temperature on moisture absorption of perforated GFRP10.1155/2012/303014 ↗
27. Phifer SP, Lesko JJ. Moisture absorption and strength characterization of hygrothermally aged neat and clay filled vinyl ester and pultruded vinyl ester E-glass laminates. In: Proceedings of the first international conference, CDCC 02, Montreal, Quebec; 2001. p. 485–97.
28. Langmuir-type model for anomalous moisture diffusion in composite resins10.1177/002199837801200201 ↗
29. Influence of environmental ageing on properties of polymeric mortars10.1061/(ASCE)0899-1561(2004)16:5(461) ↗
30. Anomalous fluid sorption in polymeric composites and its relation to damage10.1016/j.compositesa.2005.05.022 ↗
31. Durability based design of FRP jackets for seismic retrofit10.1016/j.compstruct.2006.07.003 ↗
32. ASTM D638. Standard test method for tensile properties of plastics.
33. ASTM D3039/D3039M-08. Standard test method for tensile properties of polymer matrix composite materials.
34. ASTM D570-98. Standard test method for water absorption of plastics, 2010.
35. ISO 1172:1996 Textile-glass-reinforced plastics – prepregs, moulding compounds and laminates – determination of the textile-glass and mineral-filler content – calcination methods.
36. Effect of seawater and warm environment on glass/epoxy and glass/polyurethane composites10.1007/s10443-010-9143-1 ↗
37. Effects of harsh weather and seawater on glass fiber reinforced epoxy composite10.1177/0731684410366172 ↗
38. The effect of water activity on the sorption and diffusion of water in thermosets based on polyester, vinyl ester, and novolac resins10.1002/pen.22042 ↗
39. Effect of water and its activity on transport properties of glass/epoxy particulate composites10.1016/S1359-835X(96)00113-3 ↗
40. Römhild S. Transport properties and durability of LCP and FRP materials for process equipment. Report 2010:16. KTH chemical science and engineering, Stockholm. 2010. p. 52p.
41. Hygrothermal effects on high VF pultruded unidirectional carbon/epoxy composites: moisture uptake10.1016/j.compositesb.2008.07.003 ↗
42. Correia J. Cabral-Fonseca S. Branco FA. Ferreira JG. Eusébio MI. Rodrigues MP. Durability of glass fiber reinforced polymers (GFRP) pultruded profiles used in civil engineering applications. Composites in construction – third international conference, Lyon, 2005.
43. Effect of aging on bond of GFRP bars embedded in concrete10.1016/j.cemconcomp.2010.02.010 ↗
44. The combined effects of load moisture and temperature on the properties of E-glass/epoxy composites10.1016/j.compstruct.2005.09.022 ↗
45. Environmental effects on mechanical properties of wet lay-up fiber-reinforced polymer