journal article·2017-06Open access

Ductility, recovery and strain rate dependency of an acrylic structural adhesive

Myrsini Angelidi, Anastasios P. Vassilopoulos, Thomas Keller

Abstract

Abstract The ductility and time-dependent recovery of a ductile acrylic adhesive were investigated in this work. The quasi-static true tensile and compressive strain behaviors were examined at different strain rates, taking large deformations into account. Yield stress, elastic modulus, and failure strain exhibited a logarithmic dependency on increasing strain rate, while yield strain and stiffness after yielding were insensitive to strain rate. High energy-based ductility indices were obtained compared to traditional materials. The time-dependent recovery after unloading depended on loading type (tension or compression), the strain rate of loading, and the strain at unloading. The delayed recovered strain development was modeled using an existing Weibull-based model for creep recovery. The strain after unloading almost fully recovered after 48 h, indicating that no residual deformation caused by damage or plastic flow occurred.
Source: openaire · Quality: candidate unverified · Source record ↗

Research context

OpenAlex topics: Mechanical Behavior of Composites · Structural Analysis of Composite Materials · Structural Response to Dynamic Loads

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References (30)

Show source-provided references
1. System ductility and redundancy of FRP beam structures with ductile adhesive joints10.1016/j.compositesb.2005.05.001 ↗
2. The large strain compression, tension, and simple shear of polycarbonate10.1002/pen.760340904 ↗
3. Tension and compression tests of two polymers under quasi-static and dynamic loading10.1016/S0142-9418(01)00055-1 ↗
4. M. Angelidi, A.P. Vassilopoulos, T. Keller, Displacement rate and structural effects on Poisson ratio of a ductile structural adhesive under tension and compression. Int. J. Adhes. Adhes. (under review).
5. Energy dissipation and recovery in web-flange junctions of pultruded GFRP decks10.1016/j.compstruct.2016.03.042 ↗
6. Energy dissipation and the deformation resistance of bituminous mixtures10.1007/BF02481518 ↗
7. Behavior and ductility of simple and continuous FRP reinforced beams10.1061/(ASCE)1090-0268(1998)2:4(186) ↗
8. Stiffness and ductility of fibre-reinforced polymer-strengthened reinforced concrete members10.1680/stbu.2004.157.1.31 ↗
9. A.E. Naaman, S.M. Jeong, Structural ductility of concrete beams prestressed with FRP tendons, Nonmetallic (FRP) reinforcement for concrete structures, Proc. of the second international RILEM symposium (FRPRCS-2), 1995, 379–386.
10. Non-symmetrical dielectric relaxation behaviour arising from a simple empirical decay function10.1039/tf9706600080 ↗
11. The Kohlrausch function: properties and applications10.21914/anziamj.v45i0.924 ↗
12. A statistical distribution function of wide applicability10.1115/1.4010337 ↗
13. Plasticity of jaw and skull morphology in the neotropical cichlids Geophagus brasiliensis and G. steindachneri10.1111/j.1558-5646.1991.tb02662.x ↗
14. The three successive stages of creep of PMMA between 55 C and 90 C10.1002/pen.11814 ↗
15. Analysis and modeling of the creep behavior of the thermostable PMR-15 polyimide10.1002/(SICI)1097-4628(19980906)69:10<1983::AID-APP10>3.0.CO;2-U ↗
16. A latch-based Weibull model for polymerie creep and recovery10.1515/POLYENG.2001.21.6.489 ↗
17. On the characterization of nonlinear viscoelastic materials10.1002/pen.760090410 ↗
18. On the non-linear viscoelastic behaviour of polymer-matrix composites10.1016/S0266-3538(97)00195-4 ↗
19. A.G. Sika, SikaFast5221 NT: Fast-curing 2-component structural adhesive. Zurich, 2013.
20. ASTM D 638-96, Standard test method for tensile properties of plastics, Annual Book of ASTM Standards (1996), 8(1), United States of America.
21. ASTM D 695M-96, Standard test method for compressive properties of rigid plastics [metric], Annual Book of ASTM Standards (1996), 8(1), United States of America.
22. Effects of low-temperature curing on physical behavior of cold-curing epoxy adhesives in bridge construction10.1016/j.ijadhadh.2011.09.001 ↗
23. Ober den Einfluss der Deformationsgeschwindigkeit bei bleibenden Deformationen mil besonderer Beriicksichtigung der Nachwirkungserscheinungen'
24. A conceptual model to the kinetic theory of solid bodies10.1002/zamm.19280080202 ↗
25. Effect of temperature and strain rate on single lap joints with dissimilar lightweight adherends bonded with an acrylic adhesive10.1016/j.compstruct.2016.05.034 ↗
26. British Standards Institution. CP 110: Part 1. The Structural Use of Concrete: Design, Materials and Workmanship. BSI (1972), London.
27. J. Natterer, J.L. Sandoz, M. Rey, Construction en Bois, Traité de Génie Civil (2004), Lausanne, 13.
28. The use of stainless steel in structures10.1002/pse.190 ↗
29. Composite action and adhesive bond between FRP bridge decks and main girders10.1061/(ASCE)1090-0268(2005)9:4(360) ↗
30. Ductility evaluation of prestressed concrete beams with CFRP tendons10.1177/0731684404033492 ↗