Abstract
In this study, the concrete cone capacity, concrete cone angle, and load–displacement response of cast-in headed anchors in geopolymer concrete are explored using numerical analyses. The concrete damaged plasticity (CDP) model in ABAQUS is used to simulate the behavior of concrete substrates. The tensile behavior of anchors in geopolymer concrete is compared with that in normal concrete as well as that predicted by the linear fracture mechanics (LFM) and concrete capacity design (CCD) models. The results show that the capacity of the anchors in geopolymer concrete is 30%–40% lower than that in normal concrete. The results also indicate that the CCD model overestimates the capacity of the anchors in geopolymer concrete, whereas the LFM model provides a much more conservative prediction. The extent of the difference between the predictions by the numerical analysis and those of the above prediction models depends on the effective embedment depth of the anchor and the anchor head size. The influence of concrete surface cracking on the capacity of the anchor is shown to depend on the location of the crack and the effective embedment depth. The influence of the anchor head profile on the tensile capacity of the anchors is found to be insignificant.
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Eligehausen R, Mallee R, Silva J F. Anchorage in Concrete Construction. Berlin: Wilhelm Ernst & Sohn Verlag fur Architektur und Technische Wissenschaften, 2006
ACI 349-01. Code Requirements for Nuclear Safety-Related Concrete Structures and Commentary. Farmington Hills, MI: ACI Committee 349, 2001
Eligehausen R, Sawade G. A Fracture Mechanics Based Description of the Pull-Out Behavior of Headed Studs Embedded in Concrete. OPUS—Publication Server of the University of Stuttgart, 1989
Fuchs W, Eligehausen R, Breen J E. Concrete capacity design (CCD) approach for fastening to concrete. ACI Structural Journal, 1995, 92(1): 73
ACI 318-19. Building Code Requirements for Structural Concrete and Commentary. Farmington Hills, MI: ACI Committee 318, 2019
ACI 349-13. Code Requirements for Nuclear Safety-Related Concrete Structures and Commentary. Farmington Hills, MI: ACI Committee 349, 2013
AS 3850.1:2015. Prefabricated Concrete Elements—General Requirements. Sydney: Standards Australia Committee, 2015
EN 1992-4, Eurocode 2. Design of Concrete Structures. Design of Fastenings for Use in Concrete. London: BSI, 2018
Piccinin R, Ballarini R, Cattaneo S. Pullout capacity of headed anchors in prestressed concrete. Journal of Engineering Mechanics, 2012, 138(7): 877–887
Piccinin R, Ballarini R, Cattaneo S. Linear elastic fracture mechanics pullout analyses of headed anchors in stressed concrete. Journal of Engineering Mechanics, 2009, 136(6): 761–768
Nilforoush R, Nilsson M, Elfgren L. Experimental evaluation of tensile behaviour of single cast-in-place anchor bolts in plain and steel fibre-reinforced normal- and high-strength concrete. Engineering Structures, 2017, 147: 195–206
Primavera E J, Pinelli J P, Kalajian E H. Tensile behavior of cast-in-place and undercut anchors in high-strength concrete. Structural Journal, 1997, 94(5): 583–594
Toth M, Bokor B, Sharma A. Anchorage in steel fiber reinforced concrete—Concept, experimental evidence and design recommendations for concrete cone and concrete edge breakout failure modes. Engineering Structures, 2019, 181: 60–75
Choi S, Joh C, Chun S C. Behavior and strengths of single cast-in anchors in Ultra-High-Performance Fiber-Reinforced Concrete (UHPFRC) subjected to a monotonic tension or shear. KSCE Journal of Civil Engineering, 2015, 19(4): 964–973
McMackin P J. Headed steel anchor under combined loading. Engineering Journal, 1973, 43–52
Mohyeddin A, Lee J. Behaviour of Screw Anchors and Drop-in Anchors in Bubble Deck Slabs. Internal ECU Report. 2018
Schwenn M, Voit K, Zeman O, Bergmeister K. Post-installed mechanical fasteners in high strength and ultra-high strength performance concrete. Civil Engineering Design, 2019, 1(5–6): 161–167
Gesoglu M, Özturan T, Özel M, Güneyisi E. Tensile behavior of post-installed anchors in plain and steel fiber-reinforced normal- and high-strength concretes. ACI Structural Journal, 2005, 102(2): 224
Mohyeddin A, Gad E, Lee J. Tensile capacity of screw anchors due to the pull-out failure mode. In: 5th International fib Congress. Melbourne: Federation Internationale du Beton (fib), 2019
Mohyeddin A, Gad E, Lee J, Hafsia M, Saremi M. Adverse effect of too-small edge distances on tensile capacity of screw anchors. Australian Journal of Structural Engineering, 2020, 21(1): 94–106
Eligehausen R, Mattis L, Wollmershauser R, Hoehler M S. Testing anchors in cracked concrete. Concrete International, 2004, 26(7): 66–71
Nilforoush R, Nilsson M, Elfgren L, Ožbolt J, Hofmann J, Eligehausen R. Influence of surface reinforcement, member thickness, and cracked concrete on tensile capacity of anchor bolts. ACI Structural Journal, 2017, 114(6): 114
Kim S Y, Yu C S, Yoon Y S. Sleeve-type expansion anchor behavior in cracked and uncracked concrete. Nuclear Engineering and Design, 2004, 228(1–3): 273–281
Lee S, Jung W. Evaluation of structural performance of post-installed anchors embedded in cracked concrete in power plant facilities. Applied Sciences, 2021, 11(8): 3488
Baran E, Schultz A, French C. Tension tests on cast-in-place inserts: the influence of reinforcement and prestress. PCI Journal, 2006, 51(5): 88–108
Nilsson M, Ohlsson U, Elfgren L. Effects of surface reinforcement on bearing capacity of concrete with anchor bolts. Cement and Concrete Research, 2011, 2011(44): 161–174
Nilforoush R, Nilsson M, Elfgren L. Experimental evaluation of influence of member thickness, anchor-head size, and orthogonal surface reinforcement on the tensile capacity of headed anchors in uncracked concrete. Journal of Structural Engineering, 2018, 144(4): 04018012
Winters J B, Dolan C W. Concrete breakout capacity of cast-in-place concrete anchors in early-age concrete. PCI Journal, 2014, 59(1): 114–131
Al-Yousuf A, Pokharel T, Lee J, Gad E, Abdouka K, Sanjayan J. Performance of cast-in anchors in early age concrete with supplementary cementitious materials. Materials and Structures. 2023, 56(1):1–5
Barraclogh A. Analysis of edgelift anchor failures in experimental precast panels. Dissertation for the Doctoral Degree. Perth: Curtin University, 2016
Krešimir Nincevic L M C M M, Roman W W. Age and cure dependence of concrete cone capacity in tension. ACI Structural Journal, 2019, 116(4): 91–100
Obayes O, Gad E, Pokharel T, Lee J, Abdouka K. Evaluation of concrete material properties at early age. CivilEng, 2020, 1(3): 326–350
Mohyeddin A, Gad E, Khandu R, Yangdon K, Lee J, Ismail M. Screw anchors installed in early age concrete. In: Mechanics of Structures and Materials XXIV: Proceedings of the 24th Australian Conference on the Mechanics of Structures and Materials. Perth: CRC Press, 2019
Mohyeddin A, Gad E F, Yangdon K, Khandu R, Lee J. Tensile load capacity of screw anchors in early age concrete. Construction & Building Materials, 2016, 127: 702–711
Nilforoush R, Nilsson M, Elfgren L, Ožbolt J, Hofmann J, Eligehausen R. Tensile capacity of anchor bolts in uncracked concrete: influence of member thickness and anchor’s head size. ACI Structural Journal, 2017, 114(6): 1519–1530
Barraclough A, Moeinaddini F. Pull-out capacity of cast-in headed anchors in prefabricated concrete elements. In: 3rd International Symposium on Connections between Steel and Concrete Stuttgart. Stuttgart: Institute of Construction Material, 2017
Eligehausen R, Bouska P, Cervenka V, Pukl R. Fracture Mechanics of Concrete Structures. London: CRC Press, 1992, 517–525
Ožbolt J, Eligehausen R, Periškić G, Mayer U. 3D FE analysis of anchor bolts with large embedment depths. Engineering Fracture Mechanics, 2007, 74(1–2): 168–178
Lee N H, Kim K S, Bang C J, Park K R. Tensile-headed anchors with large diameter and deep embedment in concrete. ACI Structural Journal, 2007, 104(4): 479
di Nunzio G, Marchisella A, Muciaccia G. The effect of very low bearing pressure on the behavior of cast-in anchors. In: 9th International Conference on Concrete Under Severe Conditions-Environment and Loading. Porto Alegre: Unisinos University, 2019
Cook R A. Behavior of chemically bonded anchors. Journal of Structural Engineering, 1993, 119(9): 2744–2762
Ronald A C, Robert C K. Factors influencing bond strength of adhesive anchors. ACI Structural Journal, 2001, 98(1): 76–86
Higgins C C, Klingner R E. Effects of environmental exposure on the performance of cast-in-place and retrofit anchors in concrete. Structural Journal, 1998, 95(5): 506–517
Lahouar M A, Caron J F, Pinoteau N, Forêt G, Benzarti K. Mechanical behavior of adhesive anchors under high temperature exposure: Experimental investigation. International Journal of Adhesion and Adhesives, 2017, 78: 200–211
Mohyeddin A, Gad E, Aria S, Lee J. Effect of thread profile on tensile performance of screw anchors in non-cracked concrete. Construction & Building Materials, 2020, 237: 117565
Karmokar T, Mohyeddin A, Lee J, Paraskeva T. Concrete cone failure of single cast-in anchors under tensile loading: A literature review. Engineering Structures, 2021, 243: 112615
DiNunzio G, Muciaccia G. A literature review of the head-size effect on the capacity of cast-in anchors. In: 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures—Proceedings. Bayonne: FraMCoS, 2019
Tóth M, Bokor B, Sharma A. Comprehensive literature review on anchorages in steel fibre reinforced concrete. In: Concrete Structures: New Trends for Eco-Efficiency and Performance. Lisbon: FIB Symposium, 2021
Anderson N S, Meinheit D F. A review of headed stud design criteria in the sixth edition PCI design handbook. PCI Journal. 2007, 52(1): 82
Cheok G S, Phan L T. Post-Installed Anchors. A Literature Review. NIST Interagency/Internal Report (NISTIR). Gaithersburg: National Institute of Standards and Technology, 1998
Rolf E, Tamas B. Behavior of Fasteners Loaded in Tension in Cracked Reinforced Concrete. ACI Structural Journal, 1995, 92(3): 365–379
Eligehausen R. Behavior, Design and Testing of Anchors in Cracked Concrete. Detroit, MI: ACI Publication, 1991
Kuenzel C, Vandeperre L J, Donatello S, Boccaccini A R, Cheeseman C. Ambient temperature drying shrinkage and cracking in metakaolin-based geopolymers. Journal of the American Ceramic Society, 2012, 95(10): 3270–3277
Zuhua Z, Xiao Y, Huajun Z, Yue C. Role of water in the synthesis of calcined kaolin-based geopolymer. Applied Clay Science, 2009, 43(2): 218–223
Sharma C, Jindal B B. Effect of variation of fly ash on the compressive strength of fly ash based geopolymer concrete. IOSR Journal of Mechanical and Civil Engineering, 2015, 42–44
Cong P, Cheng Y. Advances in geopolymer materials: A comprehensive review. Journal of Traffic and Transportation Engineering, 2021, 8(3): 283–314
Bouaissi A, Li L Y, Al Bakri Abdullah M M, Bui Q B. Mechanical properties and microstructure analysis of FA-GGBS-HMNS based geopolymer concrete. Construction & Building Materials, 2019, 210: 198–209
Deb P S, Nath P, Sarker P K. The effects of ground granulated blast-furnace slag blending with fly ash and activator content on the workability and strength properties of geopolymer concrete cured at ambient temperature. Materials & Design, 2014, 62: 32–39
Nath P, Sarker P. Geopolymer concrete for ambient curing condition. In: The Australasian Structural Engineering Conference 2012 (ASEC 2012). Perth: Engineers Australia, 2021
Alrefaei Y, Wang Y S, Dai J G. The effectiveness of different superplasticizers in ambient cured one-part alkali activated pastes. Cement and Concrete Composites, 2019, 97: 166–174
Yousefi Oderji S, Chen B, Ahmad M R, Shah S F A. Fresh and hardened properties of one-part fly ash-based geopolymer binders cured at room temperature: Effect of slag and alkali activators. Journal of Cleaner Production, 2019, 225: 1–10
Ren J, Sun H, Li Q, Li Z, Zhang X, Wang Y, Li L, Xing F. A comparison between alkali-activated slag/fly ash binders prepared with natural seawater and deionized water. Journal of the American Ceramic Society, 2022, 105(9): 5929–5943
Xie J, Kayali O. Effect of superplasticiser on workability enhancement of Class F and Class C fly ash-based geopolymers. Construction & Building Materials, 2016, 122: 36–42
Rashad A M. A comprehensive overview about the influence of different additives on the properties of alkali-activated slag—A guide for civil engineer. Construction & Building Materials, 2013, 47: 29–55
Bilim C, Karahan O, Atiş C D, Ilkentapar S. Influence of admixtures on the properties of alkali-activated slag mortars subjected to different curing conditions. Materials & Design, 2013, 44: 540–547
Nguyen T T, Goodier C I, Austin S A. Factors affecting the slump and strength development of geopolymer concrete. Construction & Building Materials, 2020, 261: 119945
Saha S, Rajasekaran C. Enhancement of the properties of fly ash based geopolymer paste by incorporating ground granulated blast furnace slag. Construction & Building Materials, 2017, 146: 615–620
Mathew G, Issac B M. Effect of molarity of sodium hydroxide on the aluminosilicate content in laterite aggregate of laterised geopolymer concrete. Journal of Building Engineering, 2020, 32: 101486
Mortar N A M, Kamarudin H, Rafiza R, Meor T, Rosnita M. Compressive strength of fly ash geopolymer concrete by varying sodium hydroxide molarity and aggregate to binder ratio. In: IOP Conference Series: Materials Science and Engineering. Philadelphia, PE: IOP Publishing, 2020
Krishna Rao A, Kumar D R. Effect of various alkaline binder ratio on geopolymer concrete under ambient curing condition. Materials Today: Proceedings, 2020, 27: 1768–1773
Elyamany H E, Abd Elmoaty A E M, Elshaboury A M. Setting time and 7-day strength of geopolymer mortar with various binders. Construction & Building Materials, 2018, 187: 974–983
Ghafoor M T, Khan Q S, Qazi A U, Sheikh M N, Hadi M N S. Influence of alkaline activators on the mechanical properties of fly ash based geopolymer concrete cured at ambient temperature. Construction & Building Materials, 2021, 273: 121752
Huang G, Yang K, Sun Y, Lu Z, Zhang X, Zuo L, Feng Y, Qian R, Qi Y, Ji Y, Xu Z. Influence of NaOH content on the alkali conversion mechanism in MSWI bottom ash alkali-activated mortars. Construction & Building Materials, 2020, 248: 118582
Tuyan M, Andiç-Çakir Ö, Ramyar K. Effect of alkali activator concentration and curing condition on strength and microstructure of waste clay brick powder-based geopolymer. Composites. Part B, Engineering, 2018, 135: 242–252
Fernandez-Jimenez A M, Palomo A, Lopez-Hombrados C. Engineering properties of alkali-activated fly ash concrete. ACI Materials Journal, 2006, 103(2): 106
Muhammad N, Baharom S, Amirah N, Ghazali M, Alias N. Effect of heat curing temperatures on fly ash-based geopolymer concrete. International Journal of Engineering & Technology, 2019, 8(1.2): 15–19
Jindal B B, Parveen D, Singhal D, Goyal A. Predicting relationship between mechanical properties of low calcium fly ash-based geopolymer concrete. Transactions of the Indian Ceramic Society, 2017, 76(4): 258–265
Tayeh B A, Zeyad A M, Agwa I S, Amin M. Effect of elevated temperatures on mechanical properties of lightweight geopolymer concrete. Case Studies in Construction Materials, 2021, 15: e00673
Memon F A, Nuruddin M F, Demie S, Shafiq N. Effect of curing conditions on strength of fly ash-based self-compacting geopolymer concrete. International Journal of Civil and Environmental Engineering, 2011, 5(8): 342–345
Nath P, Sarker P K. Flexural strength and elastic modulus of ambient-cured blended low-calcium fly ash geopolymer concrete. Construction & Building Materials, 2017, 130: 22–31
Aisheh Y I A, Atrushi D S, Akeed M H, Qaidi S, Tayeh B A. Influence of steel fibers and microsilica on the mechanical properties of ultra-high-performance geopolymer concrete (UHP-GPC). Case Studies in Construction Materials, 2022, 17: e01245
Mousavinejad S H G, Gashti M F. Effects of alkaline solution to binder ratio on fracture parameters of steel fiber reinforced heavyweight geopolymer concrete. Theoretical and Applied Fracture Mechanics, 2021, 113: 102967
Karimipour A, de Brito J. Influence of polypropylene fibres and silica fume on the mechanical and fracture properties of ultra-high-performance geopolymer concrete. Construction & Building Materials, 2021, 283: 122753
Aldred J, Day J. Is geopolymer concrete a suitable alternative to traditional concrete. In: Proceedings of the 37th Conference on Our World in Concrete & Structures. Singapore: CI-Premier Pte, 2012
Le Minh H, Khatir S, Abdel Wahab M, Cuong-Le T. A concrete damage plasticity model for predicting the effects of compressive high-strength concrete under static and dynamic loads. Journal of Building Engineering, 2021, 44: 103239
Eriksson D, Gasch T. FEM-modeling of Reinforced Concrete and Verification of the Concrete Material Models Available in ABAQUS. Stockholm: Royal Institute of Technology, 2010
Xu Z, Huang Y, Liang R. Numerical simulation of lap-spliced ultra-high-performance concrete beam based on bond–slip. Buildings, 2022, 12(8): 1257
Smith M. ABAQUS/Standard User’s Manual, Version 6.9, 2009
Alfarah B, López-Almansa F, Oller S. New methodology for calculating damage variables evolution in plastic damage model for RC structures. Engineering Structures, 2017, 132: 70–86
Nguyen G D, Korsunsky A M. Development of an approach to constitutive modelling of concrete: Isotropic damage coupled with plasticity. International Journal of Solids and Structures, 2008, 45(20): 5483–5501
CEB-FIP. Model Code 2010. Switzerland: Comite Euro-International du Beton, 2010
Hordijk D A. Tensile and tensile fatigue behaviour of concrete—Experiments, modeling and analyses. Heron, 1992, 37(1): 3–79
Phillips D, Binsheng Z. Direct tension tests on notched and unnotched plain concrete specimens. Magazine of Concrete Research, 1993, 45(162): 25–35
Karmokar T, Mohyeddin A, Lee J. Tensile behaviour of cast-in headed anchors in ambient-temperature cured geopolymer concrete. Engineering Structures, 2022, 266: 114643
Bažant Z P, Oh B H. Crack band theory for fracture of concrete. Materiales de Construcción, 1983, 16(3): 155–177
Hillerborg A, Modéer M, Petersson P E. Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements. Cement and Concrete Research, 1976, 6(6): 773–781
Xenos D, Grassl P. Modelling the failure of reinforced concrete with nonlocal and crack band approaches using the damage-plasticity model CDPM2. Finite Elements in Analysis and Design, 2016, 117–118: 11–20
Genikomsou A S, Polak M A. Finite element analysis of punching shear of concrete slabs using damaged plasticity model in ABAQUS. Engineering Structures, 2015, 98: 38–48
Sümer Y, Aktaş M. Defining parameters for concrete damage plasticity model. Challenge Journal of Structural Mechanics, 2015, 1(3): 149–155
Szczecina M, Winnicki A. Selected aspects of computer modeling of reinforced concrete structures. Archives of Civil Engineering, 2016, 62(1): 51–64
Zheng S, Liu Y, Liu Y, Zhao C. Experimental and parametric study on the pull-out resistance of a notched perfobond shear connector. Applied Sciences, 2019, 9(4): 764
Malm R. Predicting shear type crack initiation and growth in concrete with non-linear finite element method. Dissertation for the Doctoral Degree. Stockholm: KTH Royal Institute of Technology, 2009
Wosatko A, Winnicki A, Polak M A, Pamin J. Role of dilatancy angle in plasticity-based models of concrete. Archives of Civil and Mechanical Engineering, 2019, 19(4): 1268–1283
Bažant Z P. Size effect in blunt fracture: Concrete, rock, metal. Journal of Engineering Mechanics, 1984, 110(4): 518–535
Ožbolt J, Eligehausen R, Reinhardt H W. Size effect on the concrete cone pull-out load. International Journal of Fracture, 1999, 391–404
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Karmokar, T., Moyheddin, A. Influence of surface cracking, anchor head profile, and anchor head size on cast-in headed anchors in geopolymer concrete. Front. Struct. Civ. Eng. 17, 1163–1187 (2023). https://doi.org/10.1007/s11709-023-0987-5
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DOI: https://doi.org/10.1007/s11709-023-0987-5