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This paper investigates the evolution and performance of advanced bolt and dowel-based shear connectors in modular and composite construction systems, focusing on steel-concrete composites, precast shear walls, modular beams, and demountable frames. Key innovations, such as high-strength friction-grip bolts (HSFGBs), threaded stud connectors, Y-stud bolts, and hybrid nut-bolt systems, are examined for their load transfer efficiency, shear resistance, and assembly ease. The study analyzes frictional mechanisms, dynamic performance, and the effectiveness of single vs. double nut configurations in structural joints. Blind bolts, reinforced hybrid bolts, and locking nuts are assessed for demountable applications. Coupler systems, including cylindrical and pretensioned bolts, are evaluated for mitigating deformations and addressing thread penetration. Innovative shear connectors, such as clamping connectors and yielding pockets, are also explored for their impact on slip capacity, stiffness, and fatigue resistance. Future research focuses on improving ductility, energy dissipation, rapid assembly, and sustainability, advancing the reusability and adaptability of modular and composite systems for more resilient structures.
Słowa kluczowe
Wydawca
Rocznik
Tom
Strony
70--97
Opis fizyczny
Bibliogr. 75 poz., fig., tab.
Twórcy
autor
- School of Civil Engineering, Vellore Institute of Technology, Chennai, India
autor
- School of Civil Engineering, Vellore Institute of Technology, Chennai, India
Bibliografia
- 1. Xiong F, Zou H, Lu Y. A macro element of demountable bolted steel-concrete composite connections for a novel prefabricated concrete sandwich wall panel structure. Engineering Structures. 2023 Oct 15;293:116571. https://doi.org/10.1016/j.engstruct.2023.116571.
- 2. Karimipanah A, Zeynalian M, Ataei A. A numerical study on a novel demountable cold-formed steel composite beam with profiled steel sheeting. Thin-Walled Structures. 2024 Jun 1;199:111812. https://doi.org/10.1016/j.tws.2024.111812.
- 3. Ataei A, Zeynalian M. A study on structural performance of deconstructable bolted shear connectors in composite beams. InStructures 2021 Feb 1, 29, 519–533. Elsevier. http://dx.doi.org/10.1016/j.istruc.2020.11.065.
- 4. Nijgh MP, Veljkovic M. An optimisation strategy for the (in-and out-of-plane) resistance of steel beams in demountable composite floor systems. InStructures 2020 Apr 1, 24, 880–889. Elsevier. http://dx.doi.org/10.1016/j.istruc.2020.01.049.
- 5. Labò S, Casprini E, Passoni C, Zanni J, Belleri A, Marini A, Riva P. Application of low-invasive techniques and incremental seismic rehabilitation to increase the feasibility and cost-effectiveness of seismic interventions. Procedia Structural Integrity. 2018 Jan 1;11:185–93. https://doi.org/10.1016/j.prostr.2018.11.025.
- 6. Zhang Q, Men J, Wang J, Qiao D, Wu X, Kazeroon RA, Xu C. Behavior and design of demountable and replaceable RC columns with bolted flange connections under eccentric compression. Engineering Structures. 2024 Jul 1;310:118138. https://doi.org/10.1016/j.engstruct.2024.118138.
- 7. Ding T, Xiao J. Behavior of concrete beam-column frame joints with DfD connections: A simulation study with interface modelling. Engineering Structures. 2019 Jun 15;189:347–58. http://dx.doi.org/10.1016/j.engstruct.2019.03.082.
- 8. Fahmy AS, Swelem SM, Abdelaziz MK. Behavior of high-strength demountable bolted shear connectors in steel-concrete girders with prefabricated slabs. Alexandria Engineering Journal. 2023 May 1;70:247–60. http://dx.doi.org/10.1016/j.aej.2023.02.041.
- 9. Chen B, Liu A, Zhang J, Zhang F, Bradford MA. Behavior of T-shaped embedded-nut bolted shear connectors in prefabricated steel-concrete composite beams. Engineering Structures. 2022 Dec 1;272:114983. https://doi.org/10.1016/j.engstruct.2022.114983.
- 10. He J, Suwaed AS, Vasdravellis G, Wang S. Behaviour and design of the ‘lockbolt’ demountable shear connector for sustainable steel-concrete composite structures. InStructures 2022 Oct 1, 44, 988–1010. Elsevier. https://doi.org/10.1016/j.istruc.2022.08.062.
- 11. Ataei A, Chiniforush AA, Bradford MA, Valipour HR, Ngo TD. Behaviour of embedded bolted shear connectors in steel-timber composite beams subjected to cyclic loading. Journal of Building Engineering. 2022 Aug 15;54:104581. https://doi.org/10.1016/j.jobe.2022.104581.
- 12. Heng P, Le HH, Somja H, Palas F, Lepourry-Nicollet C. Behaviour of embedded H-profile balcony-to-slab connection. Journal of Constructional Steel Research. 2024 Feb 1;213:108337. https://doi.org/10.1016/j.jcsr.2023.108337.
- 13. Ding Y, Chung KF, Tong CC, Wang XD, Zhou XH, Elghazouli AY. Behaviour of large-diameter high-strength bolted shear connections for prefabricated composite beams. Engineering Structures. 2025 Jan 1;322:119002. https://doi.org/10.1016/j.engstruct.2024.119002.
- 14. Hassan MK, Subramanian KB, Saha S, Sheikh MN. Behaviour of prefabricated steel-concrete composite slabs with a novel interlocking system – numerical analysis. Engineering Structures. 2021 Oct 15;245:112905. http://dx.doi.org/10.1016/j.engstruct.2021.112905.
- 15. He J, Feng S, Vasdravellis G, Xin H, Correia JA, Berto F. Behaviour of the lockbolt demountable shear connector under combined shear and tension loading. Engineering Failure Analysis. 2022 Nov 1;141:106712. https://doi.org/10.1016/j.engfailanal.2022.106712.
- 16. Ataei A, Zeynalian M, Yazdi Y. Cyclic behaviour of bolted shear connectors in steel-concrete composite beams. Engineering Structures. 2019 Nov 1;198:109455. https://doi.org/10.1016/j.engstruct.2019.109455.
- 17. He J, Feng S, Vasdravellis G, Liu T. Cyclic inelastic performance evaluation of locking bolt demountable shear connectors in steel-concrete composite structures. Engineering Structures. 2024 Nov 1;318:118690. https://doi.org/10.1016/j.engstruct.2024.118690.
- 18. Moradi M, Valipour H, Foster SJ, Bradford MA. Deconstructable steel–fibre reinforced concrete deck slabs with a transverse confining system. Materials & Design. 2016 Jan 5;89:1007–19. https://doi.org/10.1016/j.matdes.2015.10.059.
- 19. Xiong L, Kong F, He J, Li L, Fu Y. Demountable connections for enhanced resilience: An analytical and numerical assessment of steel-concrete composite beams. Journal of Building Engineering. 2023 Jul 1;70:106392. http://dx.doi.org/10.1016/j.jobe.2023.106392.
- 20. Király K, Dunai L, Calado L, Kocsis AB. Demountable shear connectors – constructional details and push‐out tests. ce/papers. 2023 Sep;6(3–4):53–8. http://dx.doi.org/10.1002/cepa.2416.
- 21. Naserpour A, Fathi M, Dhakal RP. Demountable shear wall with rocking boundary columns for precast concrete buildings in high seismic regions. InStructures 2022 Jul 1, 41, 1454–1474. Elsevier. http://dx.doi.org/10.1016/j.istruc.2022.05.083.
- 22. Suwaed AS, Karavasilis TL. Demountable steel-concrete composite beam with full-interaction and low degree of shear connection. Journal of Constructional Steel Research. 2020 Aug 1;171:106152. http://dx.doi.org/10.1016/j.jcsr.2020.106152.
- 23. Xiong L, Li S, Jiang K, He J, Kong F. Development and assessment of sustainable steel-concrete composite beams with novel demountable shear connections. Soil Dynamics and Earthquake Engineering. 2024 May 1;180:108606. http://dx.doi.org/10.1016/j.soildyn.2024.108606.
- 24. Luo YB, Yan JB. Developments of prefabricated steel-concrete composite beams with novel steel-yielding demountable bolt connectors. Journal of Constructional Steel Research. 2022 Mar 1;190:107123. https://doi.org/10.1016/j.jcsr.2021.107123.
- 25. Brambilla G, Lavagna M, Vasdravellis G, Castiglioni CA. Environmental benefits arising from demountable steel-concrete composite floor systems in buildings. Resources, Conservation and Recycling. 2019 Feb 1;141:133–42. http://dx.doi.org/10.1016/j.resconrec.2018.10.014.
- 26. Baghdadi A, Heristchian M, Ledderose L, Kloft H. Experimental and numerical assessment of new precast concrete connections under bending loads. Engineering Structures. 2020 Jun 1;212:110456. https://doi.org/10.1016/j.engstruct.2020.110456.
- 27. Zhu G, Tan KH. Experimental and numerical investigation on precast CECFST column-to-column connections subjected to axial and eccentric compression. Engineering Structures. 2023 Oct 1;292:116508. http://dx.doi.org/10.1016/j.engstruct.2023.116508.
- 28. Li W, Fan H, Jiang H, Lin X, Chen L, Liu J, Lv H. Experimental and numerical study on behavior of demountable shear connectors in sustainable reinforced concrete beam-slab. Construction and Building Materials. 2024 Sep 27;445:137918. http://dx.doi.org/10.1016/j.conbuildmat.2024.137918.
- 29. Eslami H, Jayasinghe LB, Waldmann D. Experimental and numerical study on shear behavior of a demountable CLT-concrete composite shear connection. Construction and Building Materials. 2024 Apr 26;425:135982. https://doi.org/10.1016/j.conbuildmat.2024.135982.
- 30. Fang Z, Zhang S, Wu J, Ma Y, Fang S, Zhao G, Jiang H. Experimental and numerical study on shear performance of grouped bolt–UHPC pocket connections under static loading. Journal of Building Engineering. 2023 Oct 1;76:106966. https://doi.org/10.1016/j.jobe.2023.106966.
- 31. Zhang R, Guo T, Li A. Experimental investigation into demountable dry connections for fully precast frame structures through shaking table tests. Thin-Walled Structures. 2024 Aug 15;201:112014. http://dx.doi.org/10.1016/j.tws.2024.112014.
- 32. Li W, Fan H, He S, Lin X, Chen L, Lv H. Experimental studies on fully demountable P-DBSCs shear connectors in sustainable reinforced concrete beam-slab. InStructures 2024 Oct 1, 68, 107134. Elsevier. https://doi.org/10.1016/j.istruc.2024.107134.
- 33. Chiniforush AA, Ataei A, Bradford MA. Experimental study of deconstructable bolt shear connectors subjected to cyclic loading. Journal of Constructional Steel Research. 2021 Aug 1;183:106741. https://doi.org/10.1016/j.jcsr.2021.106741.
- 34. Ataei A, Mahmoudy SA, Zeynalian M, Chiniforush AA, Ngo TD. Experimental study of innovative bolted shear connectors in demountable cold-formed steel–concrete composite beams. Thin-Walled Structures. 2023 Nov 1;192:111116. https://doi.org/10.1016/j.tws.2023.111116.
- 35. Alhamoud A, Ataei A, Riahi HT. Experimental study on cyclic behavior of interior demountable beam-to-column composite joints having precast geopolymer concrete slab. Journal of Constructional Steel Research. 2024 Nov 1;222:108939. https://doi.org/10.1016/j.jcsr.2024.108939.
- 36. Li W, Ye H, Wang Q, Liu H, Ding T, Liu B. Experimental study on the seismic performance of demountable RCS joints. Journal of Building Engineering. 2022 May 15;49:104082. https://doi.org/10.1016/j.jobe.2022.104082.
- 37. Tan EL, Varsani H, Liao F. Experimental study on demountable steel-concrete connectors subjected to combined shear and tension. Engineering Structures. 2019 Mar 15;183:110–23. https://doi.org/10.1016/j.engstruct.2018.12.088.
- 38. Qing Y, Wang CL, Meng S, Zeng B. Experimental study on the seismic performance of precast concrete columns with thread-bolt combination couplers. Engineering Structures. 2022 Jan 15;251:113461. https://doi.org/10.1016/j.engstruct.2021.113461.
- 39. He J, Wang Z, Vasdravellis G, Wang L, Xin H, Correia J, Berto F. Fatigue tests and fatigue-life prediction models for hybrid welded-bolted demountable shear connectors. International Journal of Fatigue. 2023 Oct 1;175:107826. https://doi.org/10.1016/j.ijfatigue.2023.107826.
- 40. Ataei A, Bradford MA, Valipour HR. Finite element analysis of HSS semi-rigid composite joints with precast concrete slabs and demountable bolted shear connectors. Finite Elements in Analysis and Design. 2016 Dec 1;122:16–38. https://doi.org/10.1016/j.finel.2016.08.003.
- 41. Aninthaneni PK, Dhakal RP. Demountable precast RC frame building system for seismic regions. In Proceedings of the International Conference on Earthquake Engineering and Seismology (IZIIS‑50), Christchurch, New Zealand 2016 May, 12–16. https://www.researchgate.net/publication/299052044_Demountable_Precast_RC_Frame_Building_System_for_Seismic_Regions.
- 42. Figueira D, Ashour A, Yıldırım G, Aldemir A, Şahmaran M. Demountable connections of reinforced concrete structures: Review and future developments. InStructures 2021 Dec 1, 34, 3028–3039. Elsevier. https://doi.org/10.1016/j.istruc.2021.09.053.
- 43. EN 1994‑1‑1:2004, “Eurocode 4: Design of composite steel and concrete structures ‑ Part 1‑1: General rules and rules for buildings,” European Committee for Standardization, Brussels.
- 44. Ataei A, Moradi M, Valipour HR, Bradford MA. Finite element modelling of demountable precast reinforced concrete deck slabs with external confining system. Journal of Constructional Steel Research. 2018 Dec 1;151:204–15. https://doi.org/10.1016/j.jcsr.2018.09.023.
- 45. Wang X, Feng L, Shu R, Xiong G, Xie J. Flexural behavior of high‑strength steel‑precast prestressed concrete composite beams with grouped demountable bolts under hogging moment. Engineering Structures. 2024 Nov 15;319:118849. https://doi.org/10.1016/j.engstruct.2024.118849.
- 46. Yang F, Liu Y, Xin H, Veljkovic M. Fracture simulation of a demountable steel‑concrete bolted connector in push‑out tests. Engineering Structures. 2021 Jul 15;239:112305. https://doi.org/10.1016/j.engstruct.2021.112305.
- 47. Aktepe R, Akduman S, Aldemir A, Ozcelikci E, Yildirim G, Sahmaran M, Ashour A. Fully demountable column base connections for reinforced CDW‑based geopolymer concrete members. Engineering Structures. 2023 Sep 1;290:116366. https://doi.org/10.1016/j.engstruct.2023.116366.
- 48. He J, Suwaed AS, Vasdravellis G. Horizontal push‑out tests and parametric analyses of a locking‑bolt demountable shear connector. Structures 35 (Nov 2021): 667–683. https://doi.org/10.1016/j.istruc.2021.11.041.
- 49. Fang Z, Fang H, Li P, Jiang H, Chen G. Interfacial shear and flexural performances of steel–precast UHPC composite beams: Full‑depth slabs with studs vs. demountable slabs with bolts. Engineering Structures. 2022 Jun 1;260:114230. https://doi.org/10.1016/j.engstruct.2022.114230.
- 50. Reinhardt HW. Length influence on bond shear strength of joints in composite precast concrete slabs. International Journal of Cement Composites and Lightweight Concrete. 1982 Aug 1;4(3):139–43. https://doi.org/10.1016/0262‑5075(82)90039‑2.
- 51. Zhou Q, Liu Y, Li Y. Load transfer mechanism of precast concrete piers with demountable connections. Engineering Structures. 2022 Jun 15;261:114287. https://doi.org/10.1016/j.engstruct.2022.114287.
- 52. Ataei A, Mahmoudy SA. Modeling of innovative bolted shear connectors in demountable cold‑formed steel‑concrete composite beams: Validation of finite element model and parametric study. Journal of Building Engineering. 2024 Oct 15;95:110076. https://doi.org/10.1016/j.jobe.2024.110076.
- 53. Ataei A. Modelling of demountable steel‑concrete composite connections: Validation of finite element model and parametric study. Journal of Constructional Steel Research. 2022 Nov 1;198:107585. https://doi.org/10.1016/j.jobe.2024.110076.
- 54. Aninthaneni PK, Dhakal RP, Marshall J, Bothara J. Nonlinear cyclic behaviour of precast concrete frame sub‑assemblies with “dry” end plate connection. InStructures 2018 Jun 1, 14, 124–136. Elsevier. https://doi.org/10.1016/j.istruc.2018.03.003.
- 55. Wu D, Jiang D, Zhao B. Nonlinear numerical modeling approach and seismic mechanism analysis on new modular precast composite shear wall structure. Engineering Structures. 2022 Nov 1;270:114868. https://doi.org/10.1016/j.engstruct.2022.114868.
- 56. Naserpour A, Fathi M, Dhakal RP. Numerical analysis of inclined demountable precast concrete walls with rocking‑based composite columns for seismic protection of building structures. Journal of Building Engineering. 2023 Sep 15;75:107009. https://doi.org/10.1016/j.jobe.2023.107009.
- 57. Guo J, Chan TM. Numerical investigation and design of a demountable steel connection system for precast concrete pavements. InStructures 2024 May 1, 63, 106389. Elsevier. https://doi.org/10.1016/j.istruc.2024.106389.
- 58. Zhou Q, Liu Y, Cao S, Hu H, Tian H, Li Y. Numerical parametric study on ultimate load of precast concrete piers with demountable connections. InStructures 2024 Jul 1, 65, 106722. Elsevier. https://doi.org/10.1016/j.istruc.2024.106722.
- 59. Naserpour A, Fathi M. Numerical study of demountable shear wall system for multistory precast concrete buildings. InStructures 2021 Dec 1, 34, 700–715. Elsevier. https://doi.org/10.1016/j.istruc.2021.08.014.
- 60. Malla P, Xiong F, Cai G, Xu Y, Larbi AS, Chen W. Numerical study on the behaviour of vertical bolted joints for precast concrete wall-based low‑rise buildings. Journal of Building Engineering. 2021 Jan 1;33:101529. https://doi.org/10.1016/j.jobe.2020.101529.
- 61. Zhao F, Xiong F, Cai G, Yan H, Liu Y, Larbi AS. Performance and numerical modelling of full‑scale demountable bolted PC wall panels subjected to cyclic loading. Journal of Building Engineering. 2023 Jan 1;63:105556. https://doi.org/10.1016/j.jobe.2022.105556.
- 62. He Y, Zhao YG, Lin S, Zhang Z. Prefabricated bolted PEC beam‑to‑CFST column joints: Development and its seismic behavior. Engineering Structures. 2024 Sep 1;314:118442. https://doi.org/10.1016/j.engstruct.2024.118442.
- 63. Karakuş B, Arıkoğlu P, Topkaya C. Push‑out tests on demountable bolted angle shear connectors for steel‑concrete composite structures. Engineering Structures. 2024 Oct 15;317:118701. https://doi.org/10.1016/j.engstruct.2024.118701.
- 64. Kozma A, Odenbreit C, Braun MV, Veljkovic M, Nijgh MP. Push‑out tests on demountable shear connectors of steel‑concrete composite structures. InStructures 2019 Oct 1, 21, 45–54. Elsevier. https://doi.org/10.1016/j.istruc.2019.05.011.
- 65. Ding T, Xiao J, Wei K, Lu Y. Seismic behavior of concrete shear walls with bolted end‑plate DfD connections. Engineering Structures. 2020 Jul 1;214:110610. https://doi.org/10.1016/j.engstruct.2020.110610.
- 66. Huang W, Hu G, Miao X, Fan Z. Seismic performance analysis of a novel demountable precast concrete beam‑column connection with multi‑slit devices. Journal of Building Engineering. 2021 Dec 1;44:102663. https://doi.org/10.1016/j.jobe.2021.102663.
- 67. Wang Y, Liu Y, Xiong F, Zheng C, Ge Q, Bian Y. Shaking table test of a full‑scale lightweight bolt‑connected concrete sandwich wall panel structure. Ⅰ: Overview and seismic analyses. Journal of Building Engineering. 2024 Sep 17:110773. https://doi.org/10.1016/j.jobe.2024.110773.
- 68. Yang F, Liu Y, Jiang Z, Xin H. Shear performance of a novel demountable steel‑concrete bolted connector under static push‑out tests. Engineering Structures. 2018 Apr 1;160:133–46. https://doi.org/10.1016/j.engstruct.2018.01.005.
- 69. Liu C, Chen X, Mao X, Zhu B, Liu B. Shear resistance of an anchoring coupler applied in demountable concrete connection at varying shear positions. InStructures 2023 Sep 1, 55, 866–875. Elsevier. https://doi.org/10.1016/j.istruc.2023.06.088.
- 70. Xiao J, Ding T, Zhang Q. Structural behavior of a new moment‑resisting DfD concrete connection. Engineering Structures. 2017 Feb 1;132:1–3. https://doi.org/10.1016/j.engstruct.2016.11.019.
- 71. Akduman S, Aktepe R, Aldemir A, Ozcelikci E, Yildirim G, Sahmaran M, Ashour A. Structural performance of construction and demolition waste‑based geopolymer concrete columns under combined axial and lateral cyclic loading. Engineering Structures. 2023 Dec 15;297:116973. https://doi.org/10.1016/j.engstruct.2023.116973.
- 72. Du H, Hu X, Meng Y, Han G, Guo K. Study on composite beams with prefabricated steel bar truss concrete slabs and demountable shear connectors. Engineering Structures. 2020 May 1;210:110419. https://doi.org/10.1016/j.engstruct.2020.110419.
- 73. Guo J, Chan TM, Wang Y. Test, modelling and design of a demountable stainless steel bar connection system for precast concrete pavements. Engineering Structures. 2024 Feb 15;301:117231. https://doi.org/10.1016/j.engstruct.2023.117231.
- 74. Almahmood H, Ashour A, Figueira D, Yıldırım G, Aldemir A, Sahmaran M. Tests of demountable reinforced concrete slabs. InStructures 2022 Dec 1, 46, 1084–1104. Elsevier. https://doi.org/10.1016/j.istruc.2022.10.097.
- 75. Akinade OO, Oyedele LO, Bilal M, Ajayi SO, Owolabi HA, Alaka HA, Bello SA. Waste minimisation through deconstruction: A BIM based Deconstructability Assessment Score (BIM‑DAS). Resources, conservation and recycling. 2015 Dec 1;105:167-76. https://doi.org/10.1016/j.resconrec.2015.10.018.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa nr POPUL/SP/0154/2024/02 w ramach programu "Społeczna odpowiedzialność nauki II" - moduł: Popularyzacja nauki (2025).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-0c2b7799-7cda-4c22-8248-1ec1ea1db993
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