journal article·2005-10

Durability and simulated ageing of new matrix glass fibre reinforced concrete

P. Purnell, J. Beddows

Cement and Concrete Composites· Volume 27· Issue 9-10
Publisher page

Abstract

This paper applies a model of glass fibre reinforced concrete (grc) degradation, based on the glass technology principle of static fatigue, to a large body of diverse data, some collected from both industry and open literature and some generated by the authors. Activation energies for the strength loss process in OPC and modified matrix grcs are derived and it is shown that the modified matrix grcs degrade by a different mechanism to OPC grc. In consequence, using traditional acceleration factors to predict the long term behaviour of modified matrix grc can lead to severe over-estimation of durability. It is also concluded that hot water ageing is not suitable for polymer modified grc and that ageing at temperatures over 65 °C may lead to the activation of strength loss processes not encountered during natural weathering in some matrices.
Source: openaire · Quality: candidate unverified · Source record ↗

Research context

OpenAlex topics: Innovative concrete reinforcement materials · Structural Behavior of Reinforced Concrete · Concrete Properties and Behavior

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References (49)

Show source-provided references
1. Majumdar · 1991
2. The use of accelerated ageing procedures to predict the long-term strength of grc composites10.1016/0008-8846(81)90117-4 ↗
3. Developments in the assessment and performance of GRC over 10 years10.1016/0010-4361(82)90056-8 ↗
4. A new high durability cement for GRC products
5. Development of GRC silos for grain
6. Low-alkalinity sulfoaluminate cement and its application in grc products in china
7. Experimental study on woven glass fabrics for cementitious applications
8. Durability of textile reinforced concrete
9. Improving performance of glass-fibre reinforced extruded composites
10. A static fatigue model for the durability of glass fibre reinforced cement10.1023/A:1012496625210 ↗
11. Role of interfaces in controlling durability of fiber-reinforced cements10.1061/(ASCE)0899-1561(2000)12:1(2) ↗
12. Microstructure of glass-fibre reinforced cement composites10.1007/BF02396636 ↗
13. Durability of glass-fiber-reinforced cements with different alkali-resistant glass-fibers10.1111/j.1151-2916.1985.tb15298.x ↗
14. The contact zone between Portland cement paste and glass aggregate surfaces10.1016/0008-8846(78)90012-1 ↗
15. Preferential precipitation of calcium hydroxide on alkali-resistant glass fibres10.1016/0008-8846(81)90027-2 ↗
16. Mechanisms of embrittlement and potential strength loss of glass fibre reinforced cement composites
17. Morphological developments of high and low alkali cement paste at the glass fiber–cement interface
18. The GFRC durability problem: Nature, characteristics and test methods
19. Assessment of interfacial microstructure and bond properties in aged GRC using a novel microindentation method10.1016/S0008-8846(97)00155-5 ↗
20. Determination of bond strength in glass fibre reinforced cement using petrography and image analysis10.1023/A:1004882419034 ↗
21. Reaction of alkali resistant glass fibres with cement. Part 1: Review, assessment and microscopy
22. Microstructural observations in new matrix glass fibre reinforced cement10.1016/S0008-8846(00)00407-5 ↗
23. Purnell P. The durability of glass fibre reinforced cements made with new cementitious matrices. PhD thesis. Birmingham, Aston University, UK, 1998.
24. Durability of glass fiber reinforced cement composites: Effect of silica fume and metakaolin10.1016/S1065-7355(97)00003-5 ↗
25. Chemical interactions between glass fibres and cement10.1016/0022-3093(76)90107-1 ↗
26. Corrosion behaviour of a ZrO2-containing glass in aqueous acid and alkaline media and in a hydrating cement paste
27. Accelerated ageing characteristics of glass-fibre reinforced cement made with new cementitious matrices10.1016/S1359-835X(99)00019-6 ↗
28. Mechanisms of potential embrittlement and strength loss of glass fiber reinforced cement composites
29. The phenomena of rupture and flow in solids
30. Chapter 2: Fracture mechanics of glasses10.1016/B978-0-12-706705-6.50007-2 ↗
31. Surfaces, stress-dependent surface reactions, and strength
32. Fatigue strength pf silicate glasses
33. Indentation determination of fatigue limits in silicate glasses
34. Stress corrosion of silicate glass: A review10.1016/S0022-3093(02)01931-2 ↗
35. Avery · 1974
36. The strength of glass
37. A test method for the strength of glass fibres in cement
38. Interpretation of climatic temperature variations for use in formulation of accelerated ageing models10.1023/B:JMSC.0000007734.71945.93 ↗
39. Single and multiple fracture
40. Durability of naturally aged gfrc containing Forton polymer and SEM analysis of the interface
41. Microstructural features in glass fibre reinforced cement composites
42. Apparent activation energy of fused silica optical fibers in static fatigue in aqueous environments10.1016/S0955-2219(02)00007-9 ↗
43. Influence of temperature on autogenous deformation and relative humidity change in hardening cement paste10.1016/S0008-8846(99)00021-6 ↗
44. Cole BJB. Properties of CemFIL composites after 10 years weathering––5th series. Pilkington Group Research Report GR/88/48. Pilkington Technology Centre, Lathom, UK, 1988. Commercial in confidence.
45. Cole BJB. Properties of CemFIL 2 composites after 10 years weathering––6th series April 1990. CemFIL Technology. Research Support Technology Group, Lathom, UK, 1990. Commercial in confidence.
46. Cole BJB. Mechanical properties of single skin grc and sandwich construction grc panels after 8 years hot/dry exposure, 8th series final report. Report No. 032/89, communicated to CemFIL Marketing 1989. Commercial in confidence.
47. The effect of the strand length and glass fibre content on the properties of CemFIL 2 grc
48. de Lavernhe A. Veillissement CemFIL STAR en Floride: Echéance à 7 ans. Internal Saint-Gobain/Vetrotex Centre de Recherche et Développement memo, 10 November 2000. Saint-Gobain PAM, Chambéry Cédex, France. Commercial in confidence.
49. Lacombe P. Bureau Veritas ENQUETTE DE TECHNIQUE NOUVELLE No. 1854 3 March 1989. PGRMC (MRF 2ème generation): Composite Ciment Verre. Dossier UTN 7 88088. Paris la Défense, France, 1989. Commercial in confidence.