Effects of silane surface functionalization on interfacial fracture energy and durability of adhesive bond between cement paste and epoxy
Source abstract
Abstract
Abstract Epoxy adhesives are experiencing widespread use in concrete structures. However, a common concern regarding the adhesive joints in the infrastructure is their durability when exposed to harsh environments, most particularly, high levels of moisture. This work recognizes that adhesive bond between epoxy and substrate resists applied loads by a combination of chemical (hydrogen) bonds and mechanical interlock. Given the complexity of the stress-transfer mechanism this work focused exclusively on the chemical bond component between epoxy and cement paste, while the mechanical interlock was minimized through polishing of the cement paste substrate. A beam adhesion test method with notched interface was developed to assess the durability of chemical bonds between the adherents when aged by water immersion; surface functionalization of cement paste substrate was additionally explored as means of improving the chemical bonding and adhesion along the interface. Test results indicated that interfacial fracture energies were improved in both dry and conditioned groups with silane surface treatment. Analysis of interfacial failure modes with respect to the analytical crack kink criterion revealed that interphase region between epoxy and cement paste is characterized with higher fracture toughness than the cement paste substrate. The study lays groundwork for improvement in the durability of adhesive joints in related infrastructure through bottom-up interface design.
Source: openaire · Quality: candidate unverified · Source record ↗
Research context
OpenAlex topics: Concrete Corrosion and Durability · Structural Behavior of Reinforced Concrete · Mechanical Behavior of Composites
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (34)
Show source-provided references
1. Effects of hygrothermal conditioning on epoxy adhesives used in FRP composites10.1016/j.conbuildmat.2015.08.056 ↗
2. Tatar J, Hamilton HR. Effect of moisture on the adhesive bond under direct shear. In: Proceedings of the 7th international conference on FRP composites in civil engineering (CICE 2014). Vancouver, Canada; August 20–22, 2014.
3. Tatar J, Weston C, Blackburn P, Hamilton HR. Direct shear adhesive bond test. In: Proceedings of the 11th international symposium of fiber reinforced polymer for reinforced concrete structures (FRPRCS-11), Guimaraes, Portugal; June 26–28, 2013.
4. Cement paste-epoxy adhesive interactions10.1016/j.conbuildmat.2010.02.035 ↗
5. Stewart · 2012
6. Atomic structure and bonding in solids
7. The critical humidity effect in the adhesion of epoxy to glass: role of hydrogen bonding10.1163/156856100742988 ↗
8. Surface treatments and adhesion bonding between concrete and a CFRP composite10.1163/156855198X00048 ↗
9. Effect of silane coupling agent on the durability of epoxy adhesion for structural strengthening applications10.1002/pen.23261 ↗
10. Subcritical debonding of FRP-to-concrete bonded interface under synergistic effect of load, moisture, and temperature10.1016/j.mechmat.2015.09.001 ↗
11. Surface modification of cured cement pastes by silane coupling agents10.1021/am301967v ↗
12. Mechanics of adhesive failure. I10.1098/rspa.1973.0032 ↗
13. Mechanics of adhesive failure. II10.1098/rspa.1973.0032 ↗
14. Peel and shear fracture characterization of debonding in FRP plated concrete affected by moisture10.1061/(ASCE)1090-0268(2006)10:1(35) ↗
15. On the durability of composite rehabilitation schemes for concrete: use of a peel test10.1023/A:1018591619404 ↗
16. Deterioration of FRP/concrete bond system under variable moisture conditions quantified by fracture mechanics10.1016/j.compositesb.2010.11.002 ↗
17. ASTM C1421 · 2016 · 2008
18. Au C. Moisture degradation in FRP bonded concrete systems: an interface fracture approach [Ph.D. dissertation]. Massachusetts Institute of Technology; February 2005.
19. Gainesville Regional Utilities. Water chemistry 〈https://www.gru.com/OurCommunity/Content/WaterQuality.aspx〉, [Accessed 10 January 2016] 2016.
20. Limitations in obtainable surface roughness of hardened cement paste: ‘virtual’ topographic experiment based on focused ion beam nanotomography datasets10.1111/j.1365-2818.2008.02090.x ↗
21. Mixed mode cracking in layered materials
22. Crack stability and its effect of fracture toughness of hot pressed silicon nitride beam specimens10.1111/j.1151-2916.1996.tb08976.x ↗
23. Tatar · 2016
24. The effect of two types of C–S–H on the elasticity of cement-based materials: results from nanoindentation and micromechanical modeling
25. ASTM E178 · 2008 · 2008
26. Epoxy adhesion to metals. Epoxy resins and composites II10.1007/BFb0017914 ↗
27. Elastic plastic crack growth on plane strain bimaterial interface10.1007/BF02489250 ↗
28. Kinking of a crack out of an interface10.1115/1.3176078 ↗
29. Scratching as a fracture process: from butter to steel10.1103/PhysRevLett.106.204302 ↗
30. Fracture measurements on cement paste10.1007/PL00020325 ↗
31. Crack growth resistance curve and size effect in the fracture of cement paste10.1007/BF01086465 ↗
32. Effect of inorganic nanoparticles on mechanical property, fracture toughness and toughnening mechanism of two epoxy systems10.1016/j.polymer.2008.05.043 ↗
33. Effect of silica nanoparticle size on toughening mechanism of filled epoxy10.1016/j.polymer.2012.02.052 ↗
34. Characterization of adhesive interphase between epoxy and cement paste via Raman spectroscopy and mercury intrusion porosimetry10.1016/j.cemconcomp.2018.01.012 ↗