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Mechanism and control of the long-term performance evolution of structures

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Abstract

It is well known that structural properties degrade under long-term environmental exposure and loading and that the degradation rate is controlled by inherent physical and chemical degradation mechanisms. The elucidation of the degradation mechanisms and the realization of effective long-term performance degradation control have been a research frontier in the field of civil engineering in recent years. Currently, the major topics that concern this research frontier include revealing the physical and chemical mechanisms of structural performance evolution under long-term environmental exposure and loading and developing structural performance degradation control technologies based on fiber-reinforced materials, for example, fiber-reinforced polymers (FRPs) and fabric-reinforced cementitious matrix (FRCM). In addition, there are novel structural performance control technologies, such as using a shape memory alloy (SMA) and self-healing concrete. This paper presents a brief state-of-the-art review of this topic, and it is expected to provide a reference for subsequent research.

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References

  1. Lin H, Zhao Y, Feng P, Ye H, Ozbolt J, Jiang C, Yang J Q. State-of-the-art review on the bond properties of corroded reinforcing steel bar. Construction & Building Materials, 2019, 213: 216–233

    Article  Google Scholar 

  2. Salvoldi B G, Beushausen H, Alexander M G. Oxygen permeability of concrete and its relation to carbonation. Construction & Building Materials, 2015, 85: 30–37

    Article  Google Scholar 

  3. Wu J, Diao B, Xu J, Zhang R, Zhang W. Effects of the reinforcement ratio and chloride corrosion on the fatigue behavior of RC beams. International Journal of Fatigue, 2020, 131: 105299

    Article  Google Scholar 

  4. Nakarai K, Shitama K, Nishio S, Sakai Y, Ueda H, Kishi T. Long-term permeability measurements on site-cast concrete box culverts. Construction & Building Materials, 2019, 198: 777–785

    Article  Google Scholar 

  5. Chen Z, Zhou X, Wang X, Dong L, Qian Y. Deployment of a smart structural health monitoring system for long-span arch bridges: A review and a case study. Sensors (Basel), 2017, 17(9): 2151

    Article  Google Scholar 

  6. Vidal T, Castel A, Francois R. Corrosion process and structural performance of a 17 year old reinforced concrete beam stored in chloride environment. Cement and Concrete Research, 2007, 37(11): 1551–1561

    Article  Google Scholar 

  7. Wang B, Wang F, Wang Q. Damage constitutive models of concrete under the coupling action of freeze-thaw cycles and load based on Lemaitre assumption. Construction & Building Materials, 2018, 173: 332–341

    Article  Google Scholar 

  8. Yang S Y, Liu X L. Bond-slip deterioration model of corroded reinforced concrete members under reversed cyclic loading. Journal of Shanghai Jiaotong University, 2012, 46(10): 1581–1586 (in Chinese)

    Google Scholar 

  9. Kirkpatrick T J, Weyers R E, Anderson-Cook C M, Sprinkel M M. Probabilistic model for the chloride-induced corrosion service life of bridge decks. Cement and Concrete Research, 2002, 32(12): 1943–1960

    Article  Google Scholar 

  10. Akiyama M, Frangopol D M. Long-term seismic performance of RC structures in an aggressive environment: Emphasis on bridge piers. Structure and Infrastructure Engineering, 2014, 10(7): 865–879

    Article  Google Scholar 

  11. Frangopol D M. Life-cycle performance, management, and optimisation of structural systems under uncertainty: Accomplishments and challenges. Structure and Infrastructure Engineering, 2011, 7(6): 389–413

    Article  Google Scholar 

  12. Frangopol D M, Soliman M. Life-cycle of structural systems: Recent achievements and future directions. Structure and Infrastructure Engineering, 2016, 12(1): 1–20

    Article  Google Scholar 

  13. Ellingwood B R. Risk-informed condition assessment of civil infrastructure: state of practice and research issues. Structure and Infrastructure Engineering, 2005, 1(1): 7–18

    Article  Google Scholar 

  14. Frangopol D M, Dong Y, Sabatino S. Bridge life-cycle performance and cost: Analysis, prediction, optimisation and decision-making. Structure and Infrastructure Engineering, 2017, 13(10): 1239–1257

    Article  Google Scholar 

  15. Hollaway L C. A review of the present and future utilisation of FRP composites in the civil infrastructure with reference to their important in-service properties. Construction & Building Materials, 2010, 24(12): 2419–2445

    Article  Google Scholar 

  16. Soudki K. Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures. ACI Technical Report ACI 440.2 R-02. 2002

  17. Muktha T. Design and Construction of Building Components with Fibre-reinforced Polymers. CSA Technical Report CSA S806-02. 2002

  18. Maruyama K. JSCE Recommendations for Upgrading of Concrete Structures with Use of Continuous Fiber Sheets. JSCE Technical Report. 2001

  19. Press C P. Technical Code for Infrastructure Application of FRP Composites. Chinese Technical Report GB-50608. 2010 (in Chinese)

  20. Ding L, Wu G, Yang S, Wu Z. Performance advancement of RC columns by applying basalt FRP composites with NSM and confinement system. Journal of Earthquake and Tsunami, 2013, 7(2): 1350007

    Article  Google Scholar 

  21. Wang X, Shi J, Wu G, Yang L, Wu Z. Effectiveness of basalt FRP tendons for strengthening of RC beams through the external prestressing technique. Engineering Structures, 2015, 101: 34–44

    Article  Google Scholar 

  22. Wu G, Dong Z Q, Wu Z S, Zhang L W. Performance and parametric analysis of flexural strengthening for RC beams with NSM-CFRP bars. Journal of Composites for Construction, 2014, 18(4): 04013051

    Article  Google Scholar 

  23. Yao L Z, Wu G. Nonlinear 2D finite-element modeling of RC beams strengthened with prestressed NSM CFRP reinforcement. Journal of Composites for Construction, 2016, 20(4): 04016008

    Article  Google Scholar 

  24. Yao L Z, Wu G. Fiber-element modeling for seismic performance of square RC bridge columns retrofitted with NSM BFRP bars and/or BFRP sheet confinement. Journal of Composites for Construction, 2016, 20(4): 04016001

    Article  Google Scholar 

  25. Babatunde S A. Review of strengthening techniques for masonry using fiber reinforced polymers. Composite Structures, 2017, 161: 246–255

    Article  Google Scholar 

  26. D’Ambrisi A, Focacci F, Luciano R. Experimental investigation on flexural behavior of timber beams repaired with CFRP plates. Composite Structures, 2014, 108: 720–728

    Article  Google Scholar 

  27. Rahman A, Ueda T. In-plane shear performance of masonry walls after strengthening by two different FRPs. Journal of Composites for Construction, 2016, 20(5): 04016019

    Article  Google Scholar 

  28. Vahedian A, Shrestha R, Crews K. Bond strength model for externally bonded FRP-to-timber interface. Composite Structures, 2018, 200: 328–339

    Article  Google Scholar 

  29. Wang H T, Wu G, Jiang J B. Fatigue behavior of cracked steel plates strengthened with different CFRP systems and configurations. Journal of Composites for Construction, 2016, 20(3): 04015078

    Article  Google Scholar 

  30. Wu G, Wang H T, Wu Z S, Liu H Y, Ren Y. Experimental study on the fatigue behavior of steel beams strengthened with different fiber-reinforced composite plates. Journal of Composites for Construction, 2012, 16(2): 127–137

    Article  Google Scholar 

  31. Shi J W. Durability and reliability design of FRP strengthened concrete structures under coupled effects of multi-factors. Dissertation for the Doctor’s Degree. Nanjing: Southeast University, 2014 (in Chinese)

    Google Scholar 

  32. Zhang D, Gu X L, Yu Q Q, Huang H, Wan B, Jiang C. Fully probabilistic analysis of FRP-to-concrete bonded joints considering model uncertainty. Composite Structures, 2018, 185: 786–806

    Article  Google Scholar 

  33. Bakis C E, Bank L C, Brown V L, Cosenza E, Davalos J F, Lesko J J, Machida A, Rizkalla S H, Triantafillou T C. Fiber-reinforced polymer composites for construction-state-of-the-art review. Journal of Composites for Construction, 2002, 6(2): 73–87

    Article  Google Scholar 

  34. Teng J G, Chen G M, Chen J F, Rosenboom O A, Lam L. Behavior of RC beams shear strengthened with bonded or unbonded FRP wraps. Journal of Composites for Construction, 2009, 13(5): 394–404

    Article  Google Scholar 

  35. Wu G, Shi J W, Jing W J, Wu Z S. Flexural behavior of concrete beams strengthened with new prestressed carbon-basalt hybrid fiber sheets. Journal of Composites for Construction, 2014, 18(4): 04013053

    Article  Google Scholar 

  36. Wu Z S, Iwashita K, Hayashi K, Higuchi T, Murakami S, Koseki Y. Strengthening prestressed-concrete girders with externally prestressed PBO fiber reinforced polymer sheets. Journal of Reinforced Plastics and Composites, 2003, 22(14): 1269–1286

    Article  Google Scholar 

  37. Gu D S, Wu G, Wu Z S, Wu Y F. Confinement effectiveness of FRP in retrofitting circular concrete columns under simulated seismic load. Journal of Composites for Construction, 2010, 14(5): 531–540

    Article  Google Scholar 

  38. Hollaway L C, Cadei J. Progress in the technique of upgrading metallic structures with advanced polymer composites. Progress in Structural Engineering and Materials, 2002, 4(2): 131–148

    Article  Google Scholar 

  39. Zhao X L, Zhang L. State-of-the-art review on FRP strengthened steel structures. Engineering Structures, 2007, 29(8): 1808–1823

    Article  Google Scholar 

  40. Feng P, Bekey S, Zhang Y H, Ye L P, Bai Y. Experimental study on buckling resistance technique of steel members strengthened using FRP. International Journal of Structural Stability and Dynamics, 2012, 12(1): 153–178

    Article  Google Scholar 

  41. Yu Q Q, Wu Y F. Fatigue strengthening of cracked steel beams with different configurations and materials. Journal of Composites for Construction, 2017, 21(2): 04016093

    Article  Google Scholar 

  42. Ghafoori E, Motavalli M, Zhao X L, Nussbaumer A, Fontana M. Fatigue design criteria for strengthening metallic beams with bonded CFRP plates. Engineering Structures, 2015, 101: 542–557

    Article  Google Scholar 

  43. Al-Saadi N T K, Mohammed A, Al-Mahaidi R, Sanjayan J. Performance of NSM FRP embedded in concrete under monotonic and fatigue loads: State-of-the-art review. Australian Journal of Structural Engineering, 2019, 20(2): 89–114

    Article  Google Scholar 

  44. Choi H T, West J S, Soudki K A. Partially bonded near-surface-mounted CFRP bars for strengthened concrete T-beams. Construction & Building Materials, 2011, 25(5): 2441–2449

    Article  Google Scholar 

  45. Sharaky I A, Torres L, Comas J, Barris C. Flexural response of reinforced concrete (RC) beams strengthened with near surface mounted (NSM) fibre reinforced polymer (FRP) bars. Composite Structures, 2014, 109: 8–22

    Article  Google Scholar 

  46. Jalali M, Sharbatdar M K, Chen J F, Jandaghi Alaee F. Shear strengthening of RC beams using innovative manually made NSM FRP bars. Construction & Building Materials, 2012, 36: 990–1000

    Article  Google Scholar 

  47. Kuntal V S, Chellapandian M, Prakash S S. Efficient near surface mounted CFRP shear strengthening of high strength prestressed concrete beams—An experimental study. Composite Structures, 2017, 180: 16–28

    Article  Google Scholar 

  48. Firmo J P, Correia J R. Fire behaviour of thermally insulated RC beams strengthened with EBR-CFRP strips: Experimental study. Composite Structures, 2015, 122: 144–154

    Article  Google Scholar 

  49. Firmo J P, Correia J R, Bisby L A. Fire behaviour of FRP-strengthened reinforced concrete structural elements: A state-of-the-art review. Composites. Part B, Engineering, 2015, 80: 198–216

    Article  Google Scholar 

  50. Zhu H, Li T, Zhu G, Wang X, Wu G, Fan S. Fire Resistance of strengthened RC members using NSM CFRP bars with a cladding layer. Journal of Composites for Construction, 2019, 23(1): 04018066

    Article  Google Scholar 

  51. Yang D, Zhang J, Song S, Zhou F, Wang C. Experimental investigation on the creep property of carbon fiber reinforced polymer tendons under high stress levels. Materials, 2018, 11(11): 2273

    Article  Google Scholar 

  52. Zhu H, Dong Z Q, Wu G, Chen H Y, Li J, Liu Y. Experimental evaluation of bent FRP tendons for strengthening by external prestressing. Journal of Composites for Construction, 2017, 21(5): 04017032

    Article  Google Scholar 

  53. Lou T, Lopes S M R, Lopes A V. Numerical analysis of behaviour of concrete beams with external FRP tendons. Construction & Building Materials, 2012, 35: 970–978

    Article  Google Scholar 

  54. Zou P X W. Long-term deflection and cracking behavior of concrete beams prestressed with carbon fiber-reinforced polymer tendons. Journal of Composites for Construction, 2003, 7(3): 187–193

    Article  Google Scholar 

  55. Ghallab A, Beeby A W. Factors affecting the external prestressing stress in externally strengthened prestressed concrete beams. Cement and Concrete Composites, 2005, 27(9–10): 945–957

    Article  Google Scholar 

  56. Awani O, El-Maaddawy T, Ismail N. Fabric-reinforced cementitious matrix: A promising strengthening technique for concrete structures. Construction & Building Materials, 2017, 132: 94–111

    Article  Google Scholar 

  57. Koutas L N, Tetta Z, Bournas D A, Triantafillou T C. Strengthening of concrete structures with textile reinforced mortars: State-of-the-art review. Journal of Composites for Construction, 2019, 23(1): 03118001

    Article  Google Scholar 

  58. Triantafillou T C, Karlos K, Kefalou K, Argyropoulou E. An innovative structural and energy retrofitting system for URM walls using textile reinforced mortars combined with thermal insulation: Mechanical and fire behavior. Construction & Building Materials, 2017, 133: 1–13

    Article  Google Scholar 

  59. Elghazy M, El Refai A, Ebead U, Nanni A. Post-repair flexural performance of corrosion-damaged beams rehabilitated with fabric-reinforced cementitious matrix (FRCM). Construction & Building Materials, 2018, 166: 732–744

    Article  Google Scholar 

  60. Donnini J, Corinaldesi V. Mechanical characterization of different FRCM systems for structural reinforcement. Construction & Building Materials, 2017, 145: 565–575

    Article  Google Scholar 

  61. Escrig C, Gil L, Bernat-Maso E. Experimental comparison of reinforced concrete beams strengthened against bending with different types of cementitious-matrix composite materials. Construction & Building Materials, 2017, 137: 317–329

    Article  Google Scholar 

  62. Wakjira T G, Ebead U. Hybrid NSE/EB technique for shear strengthening of reinforced concrete beams using FRCM: Experimental study. Construction & Building Materials, 2018, 164: 164–177

    Article  Google Scholar 

  63. Gonzalez-Libreros J H, Sneed L H, D’Antino T, Pellegrino C. Behavior of RC beams strengthened in shear with FRP and FRCM composites. Engineering Structures, 2017, 150: 830–842

    Article  Google Scholar 

  64. Ombres L. Concrete confinement with a cement based high strength composite material. Composite Structures, 2014, 109: 294–304

    Article  Google Scholar 

  65. Ombres L. Structural performances of thermally conditioned PBO FRCM confined concrete cylinders. Composite Structures, 2017, 176: 1096–1106

    Article  Google Scholar 

  66. Raoof S M, Bournas D A. TRM versus FRP in flexural strengthening of RC beams: Behaviour at high temperatures. Construction & Building Materials, 2017, 154: 424–437

    Article  Google Scholar 

  67. Raoof S M, Koutas L N, Bournas D A. Textile-reinforced mortar (TRM) versus fibre-reinforced polymers (FRP) in flexural strengthening of RC beams. Construction & Building Materials, 2017, 151: 279–291

    Article  Google Scholar 

  68. Kouris L A S, Triantafillou T C. State-of-the-art on strengthening of masonry structures with textile reinforced mortar (TRM). Construction & Building Materials, 2018, 188: 1221–1233

    Article  Google Scholar 

  69. Parisi F, Menna C, Prota A. Fabric-Reinforced Cementitious Matrix (FRCM) composites: Mechanical behavior and application to masonry walls. In: Failure Analysis in Biocomposites, Fibre-Reinforced Composites and Hybrid Composites. Woodhead Publishing, 2019,199–227

  70. Papanicolaou C G, Triantafillou T C, Karlos K, Papathanasiou M. Textile-reinforced mortar (TRM) versus FRP as strengthening material of URM walls: In-plane cyclic loading. Materials and Structures, 2007, 40(10): 1081–1097

    Article  Google Scholar 

  71. Papanicolaou C G, Triantafillou T C, Papathanasiou M, Karlos K. Textile reinforced mortar (TRM) versus FRP as strengthening material of URM walls: Out-of-plane cyclic loading. Materials and Structures, 2007, 41(1): 143–157

    Article  Google Scholar 

  72. Kariou F A, Triantafyllou S P, Bournas D A, Koutas L N. Out-of-plane response of masonry walls strengthened using textile-mortar system. Construction & Building Materials, 2018, 165: 769–781

    Article  Google Scholar 

  73. Misseri G, Rovero L. Parametric investigation on the dynamic behaviour of masonry pointed arches. Archive of Applied Mechanics, 2017, 87(3): 385–404

    Article  Google Scholar 

  74. Koutas L, Bousias S N, Triantafillou T C. Seismic strengthening of masonry-infilled RC frames with TRM: Experimental study. Journal of Composites for Construction, 2015, 19(2): 04014048

    Article  Google Scholar 

  75. Garmendia L, Larrinaga P, García D, Marcos I. Textile-reinforced mortar as strengthening material for masonry arches. International Journal of Architectural Heritage, 2014, 8(5): 627–648

    Article  Google Scholar 

  76. Shahverdi M, Czaderski C, Motavalli M. Iron-based shape memory alloys for prestressed near-surface mounted strengthening of reinforced concrete beams. Construction & Building Materials, 2016, 112: 28–38

    Article  Google Scholar 

  77. Michels J, Shahverdi M, Czaderski C. Flexural strengthening of structural concrete with iron-based shape memory alloy strips. Structural Concrete, 2018, 19(3): 876–891

    Article  Google Scholar 

  78. Izadi M R, Ghafoori E, Shahverdi M, Motavalli M, Maalek S. Development of an iron-based shape memory alloy (Fe-SMA) strengthening system for steel plates. Engineering Structures, 2018, 174: 433–446

    Article  Google Scholar 

  79. Singh N B, Kalra M, Saxena S K. Nanoscience of cement and concrete. Materials today: Proceedings, 2017, 4(4): 5478–5487

    Google Scholar 

  80. Rao N V, Rajasekhar M, Vijayalakshmi K, Vamshykrishna M. The future of civil engineering with the influence and impact of nanotechnology on properties of materials. Procedia Materials Science, 2015, 10: 111–115

    Article  Google Scholar 

  81. Lv L, Guo P, Liu G, Han N, Xing F. Light induced self-healing in concrete using novel cementitious capsules containing UV curable adhesive. Cement and Concrete Composites, 2020, 105: 103445

    Article  Google Scholar 

  82. Bansal S, Tamang R K, Bansal P, Bhurtel P. Biological methods to achieve self-healing in concrete. Advances in Structural Engineering and Rehabilitation, 2020, 38: 63–71

    Article  Google Scholar 

  83. Rong H, Wei G, Ma G, Zhang Y, Zheng X, Zhang L, Xu R. Influence of bacterial concentration on crack self-healing of cement-based materials. Construction & Building Materials, 2020, 244: 118372

    Article  Google Scholar 

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Acknowledgements

The authors would like to acknowledge financial support from the Natural Science Foundation of Jiangsu Province (BK20190369 and BK20191146), the National Natural Science Foundation of China (Grant Nos. 51908118 and 51525801), and the Fundamental Research Funds for the Central Universities (2242020K40087).

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Correspondence to Gang Wu.

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Dong, Z., Wu, G., Zhu, H. et al. Mechanism and control of the long-term performance evolution of structures. Front. Struct. Civ. Eng. 14, 1039–1048 (2020). https://doi.org/10.1007/s11709-020-0667-7

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