Influence of post-processing methods on bond-slip behavior of nonlinear Fe-SMA lap-shear joints
Source abstract
Abstract
Prestressed bonded strengthening for structures employing iron-based shape memory alloy (Fe-SMA) has been proven promising. Analyzing adhesively bonded joints necessitates a thorough understanding of the bond-slip behavior. However, when examining the bond-slip behavior of Fe-SMA-to-steel joints comprising nonlinear adhesives, the “forward” and “backward” post-processing methods, representing the current state-of-the-art, produce a trilinear and a trapezoidal bond-slip pattern, respectively, which is inconsistent. To address this inconsistency, the current study investigates the bond behavior of Fe-SMA-to-steel joints, with a particular focus on the bond-slip behavior. Two finite element (FE) joints, one featuring a linear adhesive and the other comprising a nonlinear adhesive, are modeled and compared against physical tests from literature. The “forward” and “backward” processing methods are used to analyze the bond behavior of the two FE joints. Eventually, the aforementioned inconsistency is resolved; a triangular and a trapezoidal bond-slip pattern are characterized for Fe-SMA-to-steel lap-shear joints with linear and nonlinear adhesives, respectively. The trilinear bond-slip behavior is concluded as a result of error accumulation and propagation during the “forward” processing. A hybrid post-processing method, which takes the advantages of both the “forward” and “backward” processing methods, is further proposed for inferring the full-range behavior; the resulting experimental behaviors closely align with simulations using a trapezoidal bond-slip model as input. A comparison against carbon fiber reinforced polymer (CFRP) lap-shear joints demonstrates similar bond-slip characteristics between Fe-SMA and CFRP lap-shear joints.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Load-Bearing Analysis · Concrete Corrosion and Durability
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (52)
Show source-provided references
1. Iron-based shape memory alloy for the fatigue strengthening of cracked steel plates: effects of re-activations and loading frequencies10.1016/j.engstruct.2018.09.021 ↗
2. Iron-based shape memory alloy (fe-sma) for fatigue strengthening of cracked steel bridge connections10.1016/j.conbuildmat.2019.116800 ↗
3. Strengthening and prestressing of bridge decks with ribbed iron-based shape memory alloy bars10.1016/j.engstruct.2021.112467 ↗
4. Iron-based shape memory alloys for prestressed near-surface mounted strengthening of reinforced concrete beams10.1016/j.conbuildmat.2016.02.174 ↗
5. Uniaxial compressive behavior of circular concrete columns actively confined with fe-sma strips10.1016/j.engstruct.2022.113878 ↗
6. Compression behavior of concrete columns combinedly confined by frp externally wrapped fe-sma strips10.1016/j.engstruct.2023.116754 ↗
7. Novel fatigue strengthening solution for metallic structures using adhesively bonded Fe-SMA strips: a proof of concept study10.1016/j.ijfatigue.2021.106237 ↗
8. Strengthening of steel beams with adhesively bonded memory-steel strips10.1016/j.tws.2023.110901 ↗
9. Fatigue strengthening of cracked steel plates with bonded fe-sma strips10.1002/cepa.2559 ↗
10. Development of repair solution for fatigue cracks using self-prestressing Fe-SMA/CFRP bonded patches, Zenodo, 2023.
11. Novel crack repair method of steel bridge diaphragm employing fe-sma10.1016/j.engstruct.2023.116548 ↗
12. Feasibility of mechanical post-tensioning of annealed glass beams by activating externally bonded fe-sma reinforcement10.1016/j.conbuildmat.2022.129953 ↗
13. Enabling a ductile failure of laminated glass beams with iron-based shape memory alloy (fe-sma) strips10.1002/cepa.1839 ↗
14. Hybrid strengthening and flexural behaviour of post-tensioned laminated glass beams10.1016/j.conbuildmat.2023.133637 ↗
15. Experimental study on Fe-SMA-to-steel adhesively bonded interfaces using DIC10.1016/j.engfracmech.2021.107553 ↗
16. Experimental investigation on debonding behavior of fe-sma-to-steel joints10.1016/j.conbuildmat.2022.129857 ↗
17. Influence of activation temperature and prestress on behavior of fe-sma bonded joints10.1016/j.conbuildmat.2023.134070 ↗
18. Application of an iron-based shape memory alloy for post-tensioning glass elements10.1007/s40940-022-00183-z ↗
19. Debonding model for nonlinear fe-sma strips bonded with nonlinear adhesives
20. Mode i fracture analysis of fe-sma bonded double cantilever beam considering nonlinear behavior of the adherends10.1016/j.engfracmech.2023.109789 ↗
21. Bond–slip models for frp sheets/plates bonded to concrete10.1016/j.engstruct.2005.01.014 ↗
22. S. Xia, J. Teng, Behaviour of frp-to-steel bonded joints, In: Proceedings of the International Symposium on Bond Behaviour of FRP in Structures, BBFS 2005, International Institute for FRP in Construction (IIFC), 2005, pp. 411-418.
23. Full-range behavior of frp-to-concrete bonded joints10.1016/j.engstruct.2003.11.006 ↗
24. Behavior of CFRP laminates bonded to a steel substrate using a ductile adhesive10.1061/(ASCE)CC.1943-5614.0000439 ↗
25. Experimental study on bond behavior between CFRP plates and steel substrates using digital image correlation10.1061/(ASCE)CC.1943-5614.0000701 ↗
26. Numerical modelling of bond behaviour between steel and cfrp laminates with a ductile adhesive10.1016/j.ijadhadh.2020.102753 ↗
27. Development of the nonlinear bond stress-slip model of fiber reinforced plastics sheet-concrete interfaces with a simple method10.1061/(ASCE)1090-0268(2005)9:1(52) ↗
28. A unified bond-slip model for the interface between frp and steel10.1016/j.compositesb.2021.109380 ↗
29. Estimation of the mechanical behavior of cfrp-to-steel bonded joints with quantification of uncertainty10.1016/j.engstruct.2022.114573 ↗
30. Linear and nonlinear analysis of bond-slip models for interfaces between frp composites and concrete10.1016/j.compositesb.2012.08.011 ↗
31. Bond investigations of prestressed, near-surface-mounted, ribbed memory-steel bars with full bond length10.1016/j.matdes.2020.109145 ↗
32. Bond behavior of NiTiNb SMA wires embedded in CFRP composites10.1002/pc.24408 ↗
33. Effect of elevated service temperature on bond between frp ebr systems and concrete10.1016/j.compositesb.2008.06.004 ↗
34. Bond-slip model for frp laminates externally bonded to concrete at elevated temperature10.1061/(ASCE)CC.1943-5614.0000337 ↗
35. Bond behavior of cfrp-to-steel bonded joints at mild temperatures: experimental study10.1061/(ASCE)CC.1943-5614.0001073 ↗
36. A unified theoretical model for the monotonic and cyclic response of frp strips glued to concrete10.3390/polym6020370 ↗
37. Bond stress–slip relationship between frp sheet and concrete under cyclic load10.1061/(ASCE)1090-0268(2007)11:4(419) ↗
38. Fatigue behavior of frp-to-steel bonded interface: an experimental study with a damage plasticity model10.1016/j.ijfatigue.2020.105785 ↗
39. Bond behavior of prestressed cfrp strips-to-concrete joints using the ebrog method: Experimental and analytical evaluation10.1061/JCCOF2.CCENG-3851 ↗
40. Predicting the bond-slip relationship between concrete and cfrp using anchoring holes technique
41. S. Abaqus, Abaqus analysis user’s guide, Obtenido de Abaqus Analysis User’s Guide: http://130.149 89 (2016)2080.
42. Direct versus indirect method for identifying frp-to-concrete interface relationships10.1061/(ASCE)1090-0268(2009)13:3(226) ↗
43. D.N. Fernando, Bond behaviour and debonding failures in cfrp-strengthened steel members, Ph.D. thesis, Hong Kong Polytechnic University (2010).
44. C. Czaderski-Forchmann, Strengthening of reinforced concrete members by prestressed, externally bonded reinforcement with gradient anchorage, Ph.D. thesis, ETH Zurich (2012).
45. Experimental study on CFRP-to-steel bonded interfaces10.1016/j.compositesb.2012.01.024 ↗
46. Front and side view image correlation measurements on FRP to concrete pull-off bond tests10.1061/(ASCE)CC.1943-5614.0000106 ↗
47. Calibration of end-debonding strength model for FRP-reinforced masonry10.1016/j.compstruct.2014.09.033 ↗
48. Effect of moderately elevated temperatures on bond behaviour of cfrp-to-steel bonded joints using different adhesives10.1016/j.conbuildmat.2020.118057 ↗
49. L. Li, Bond behavior and debonding failure in fe-sma strengthened steel members, Ph.D. thesis, ETH Zurich (2023).
50. Experimental and theoretical issues in frp-concrete bonding10.1016/j.conbuildmat.2012.11.082 ↗
51. Behavior of prestressed cfrp plates bonded to steel substrate: numerical modeling and experimental validation10.1016/j.compstruct.2018.09.023 ↗
52. Closed-form solution procedure for simulating debonding in frp strips glued to a generic substrate material10.3390/fib9040022 ↗