Behavior of chemical anchors installed in different kinds of concrete
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1
Dept. of Civil Engineering, Bilecik Şeyh Edebali University, Bilecik, Turkey
2
Batman University, Batman, Turkey
Publication date: 2023-02-26
Cement Wapno Beton 27(5) 330-345 (2022)
KEYWORDS
ABSTRACT
Chemical anchors are widely used in additional installations of construction irons, repair and reinforcement work. Due to the increasing diversity of materials and the improved awareness of waste products, it has become possible to produce different kinds of concrete, with various properties. In this study, class B420C
ribbed bars with 16 mm diameter, were installed in four different concretes by using four different chemical adhesives, and a tensile force was applied. The stiffness, displacement ductility ratio, energy-dissipation capability and tensile force values were determined and the failure modes were interpreted from the load-displacement curves, obtained as a result of the experiments. It was found that the tensile force and energy-dissipation capacity, had increased as a result of installing anchor and applying a tensile force to the concrete, that was obtained by adding admixture materials, to the reference concrete. In the analytical part of the study, the formulation provided in ACI 318 was used, capacity and design strengths were identified, and their safety levels were determined in comparison with the test results.
REFERENCES (44)
1.
R.A. Cook, Behavior of chemically bonded anchors. ASCE J. Struct. Eng. 119(9), 2744-2762 (1993).
2.
Ö. Çalışkan, An experimental research on anchorage applications for strengthening the current reinforced concrete buildings with curtain wall. Eskişehir Osmangazi University Institute of Life Sciences, Ph.D. Thesis, June 2010,(in Turkish).
3.
ACI 349 2007, Qualification of post-Installed mechanical anchors in concrete and commentary, American Concrete Insitute, Detroit, USA.
4.
PCI design handbook-precast and prestressed concrete. 5th ed. Precast/Prestressed Concrete Institute, Chicago, 1999.
5.
D. Darwin, S.S. Zavaregh, Bond strength of grouted reinforcing bars. ACI Struct. J. 93(4), 486-495 (1996).
6.
M. McVay, R.A. Cook, K. Krishnamurthy, Pull out simulation of post-installed chemically bonded anchors. J. Struct. Eng. 122(9), 1016-1024 (1996).
7.
M. Obata, M. Inoue, Y. Goto, The failure mechanism and the pull-out strength of a bond-type anchor near a free edge. Mechan. Mater. 28, 113-122 (1998).
8.
D. Lotze, R.E. Klingner, H.L. Graves, Static behavior of anchors under combinations of tension and shear loading. ACI Struct. J. 98(4), 525-536 (2001).
9.
N.A. Zamora, R.A. Cook, R.C. Konz, G.R. Consolazio, Behavior and design of single, headed and unheaded, grouted anchors under tensile load. ACI Struct. J. 100(2), 222-230 (2003).
10.
M. Shirvani, R.E. Klingner, H.L. Graves, Breakout capacity of anchors in concrete part 1: tension. ACI Struct. J. 101(6), 813-820 (2004).
11.
M. Śtrba, M. Karmazǐnovǎ, Actual behavior and objective load-carrying capacity of tension steel expansion anchors to concrete. Proc. Eng. 40, 440-444 (2012).
12.
J. Kim, W. Jung, M. Kwon, B. Ju, Performance evaluation of post-installed anchor for sign structure in South Korea. Constr. Build. Mater. 44, 496-506 (2013).
13.
R. Eligehausen, R.A. Cook, Behavior and design adhesive bonded anchors. ACI Struct. J. 103(6), 822-831 (2006).
14.
C.C. Higgins, R.E. Klingner, Effects of environmental exposure on the performance of cast-in-place and retrofit anchors in concrete. ACI Struct. J. 95(5), 506-517 (1998).
15.
R.A. Cook, R.C. Konz, Factoring influencing bond strength of adhesive anchors. ACI Struct. J. 98(1) 76-86 (2001).
16.
Ö. Çalişkan M. Aras, Experimental investigation of behaviour and failure modes of chemical anchorages bonded to concrete. Constr. Build. Mater. 156, 362-375 (2017).
17.
M. Bajer, J. Barnat, The glue-concrete interface of bonded anchors. Constr. Build. Mater. 34, 267-274 (2012).
18.
S. Epackachi, O. Esmailli, S.R. Mirghaderi, A.S.T. Behbahani, Behavior of adhesive bonded anchors under tension and shear loads. J. Constr. Steel Res. 114, 269-280 (2015).
19.
H.T. Turker, E. Ozbay, M. Balcıkanlı, Pullout capacity development of cast in place anchors with embedded studs. Constr. Build. Mater. 102, 39-43 (2016).
20.
A.E. Richardson, S. Dawson, L. Campbell, G. Moore, C. Mc Kenzie, Temperature related pull-out performance of chemical anchor bolts in fibre concrete. Constr. Build. Mater. 196, 478-484 (2019).
21.
V. Hlavička, E. Lublόy, Concrete cone failure of bonded anchors in thermally damaged concrete. Constr. Build. Mater. 171, 588-597 (2018).
22.
G. Ba, X. Weng, C. Liu, J. Miao, Bond strength of corroded reinforcements in concrete after high-temperature exposure. Constr. Build. Mater. 270, 121400 (2021).
23.
K. Tian, J. Ožbolt, J. Hofmann, Experimental investigation of concrete edge failure for single stud anchors and anchor groups after fire exposure. Constr. Build. Mater. 266, 120982 (2021).
24.
O. Al-Mansouri, R. Mѐge, N. Pinoteau, T. Guillet, R. Piccinin, K. McBride, S. Rѐmond, Numerical investigation of parameters influencing fire evaluation tests of chemically bonded anchors in uncracked concrete. Eng. Struct. 209,110297 (2020).
25.
A. El Refai M.A. Ammar, R. Masmoudi, Bond performance of basalt fiber reinforced polymer bars to concrete, J. Compos. Constr. 19, 1-12 (2015).
26.
H. Zhang, S. Smith, R.J. Gravina, Z. Wang, Modelling of FRP-concrete bonded interfaces containing FRP anchors. Constr. Build. Mater. 139, 394-402 (2017).
27.
R. Nilforoush, M. Nilsson, L. Elfgren, Experimental evaluation of tensile behaviour of single cast-in-place anchor bolts in plain and steel fibre-reinforced normal-and high- strength concrete. Eng. Struct. 147,195-206 (2017).
28.
M.U. Saleem, N. Khurram, M.N. Amin, K. Khan, Finite element simulation of RC beams under flexure strengthened with different layouts of externally bonded fiber reinforced polymer (FRP) sheets, J. Constr. 17(3), 383-400 (2018).
29.
Y. Li, S. Yin, Y. Lu, C. Hu, Experimental investigation of the mechanical properties of BFRP bars in coral concrete under high temperature and humidity. Constr. Build. Mater. 259, 120591 (2020).
30.
H.C. Biscaia, C. Chastre, Design method and verification of steel anchorages for FRP-to-concrete bonded interfaces. Compos. Struct. 192, 52-66 (2018).
31.
M. Tόth, B. Bokor, A. Sharma, Anchorage in steel fiber reinforced concrete – concept, experimental evidence and design recommendations for concrete cone and concrete edge breakout failure modes. Eng. Struct. 181, 60-75 (2019).
32.
P. Motwani, N. Perogamvros, S. Taylor, A. Laskar, Performance of industrial wedge-anchors for pre-stressing BFRP bars: Experimental and numerical studies. Compos. Struct. 215, 112592 (2020).
33.
A. Albidah, A. Altheeb, F. Alrshoudi, A. Abadel, H. Abbas, Y. Salloum, Bond performance of GFRP and steel rebars embedded in metakaolin based geopolymer concrete. Structures 27, 1582-1593 (2020).
34.
T. Li, H. Zhu, Q. Wang, J. Li, T. Wu, Experimental study on the enhancement of additional ribs to the bond performance of FRP bars in concrete. Constr. Build. Mater. 185, 545-554 (2018).
35.
Q. Wang, H. Zhu, Y. Tong, W. Su, P. Zhang, Bond-slip behaviour of the CFRP ribbed bars anchored with the innovative additional ribs in concrete. Compos. Struct. 262, 113595 (2021).
36.
M. Kalthoff, M. Raupach, Pull-out behaviour of threaded anchors in fibre reinforced ordinary concrete and UHPC for machine tool constructions. J. Build. Eng. 33, 101842 (2021).
37.
Z. Achillides, P. Pilakoutas, Bond behaviour of fiber reinforced polymer bars under direct pullout conditions. J. Compos. Constr. 8, 173-181 (2004).
38.
M. Urbanski, A. Lapko, A. Garbacz, Investigation on concrete beams reinforced with basalt rebars as an effective alternative of conventional R/C Structures. Proc. Eng. 57, 1183-1191 (2013).
39.
J.A.H. Rami, M.A. Megat Johari, R.H. Haddad, Mechanical properties and bond characteristics of different fiber reinforced polymer rebars at elevated temperatures. Constr. Build. Mater. 142, 521-535 (2017).
40.
G.B. Maranan, A.C. Manalo, W. Karunasena, B. Benmokrane, Pullout behaviour of GFRP bars with anchor head in geopolymer concrete. Compos. Struct. 132, 1113–1121 (2015).
41.
G. Ma, Y. Huang, F. Aslani, T. Kim, Tensile and bonding behaviours of hybridized BFRP–steel bars as concrete reinforcement. Constr. Build. Mater. 201, 62-71 (2019).
42.
E. Henin, R. Tawadrous, G. Morcous, Effect of surface condition on the bond of Basalt Fiber-Reinforced Polymer bars in concrete. Constr. Build. Mater. 226, 449-458 (2019).
43.
ACI 318, 2019, Building code requirements for reinforced concrete, American Concrete Institute, Detroit, USA.
44.
H. Mazaheripour, S. Ghanbarpour, S.H. Mirmoradi, I. Hosseinpour, The effect of polypropylene fibers on the properties of fresh and hardened lightweight self-compacting concrete. Constr. Build. Mater. 25, 351-358 (2011).