Constitutive behaviour of bond in RC structures based on pull-out strength
1
Department of Civil Engineering, NIT Warangal, India
Publication date: 2015-11-01
Cement Wapno Beton 20(6) 341-358 (2015)
ABBREVIATIONS
cmin, cmax = minimum and maximum cover of bars with concrete respectively, mm
Db = diameter of bar, mm
fcc = compressive strength of concrete, MPa
fct = tensile strength of concrete, MPa
fs = stress in steel, MPa
Ld = embedment length of bar, mm
τu = ultimate bond stress, MPa
τbd = design bond stress, MPa
REFERENCES (23)
1.
S. J. A. Hosseini, K. Koushfar, A. B. A. Rahman, M. Razavi, “The bond behaviour in reinforced concrete, state of the art”, Cement Wapno Beton, 11, 2, 93-105 (2014).
2.
S. J. A. Hosseini, K. Koushfar, “Harmony of bond behaviour in reinforced concrete, part two”, Cement Wapno Beton, 11, 6, 384-395 (2014).
3.
ACI Committee 408, “Bond and development of straight reinforcing bars in tension (ACI 408R-03)”, American Concrete Institute, Farmington Hills, MI, USA 2003.
4.
IS: 456 – 2000 (Reaffi rmed 2005), “Indian Standard Plain and Reinforced Concrete – Code of Practice”, Bureau of Indian Standards, New Delhi 2007.
5.
C. O. Orangun, J. O. Jirsa, J. E. Breen, “Reevaluation of test data on development length and splices”, ACI Journal, Proceedings, 74, 3, 114- 122 (1977).
6.
D. Darwin, S. L. McCabe, E. K. Idun, and S. P. Schoenekase, “Development Length Criteria: Bars Not Confi ned by Transverse Reinforcement”, ACI Structural Journal, 89, 6, 709-720 (1992).
7.
C. O. Orangun, J. O. Jirsa, J. E. Breen, “Reevaluation of test data on development length and splices”, ACI Journal, Proceedings, 74, 3, 114- 122 (1977).
8.
E. L. Kemp, “Bond in Reinforced Concrete: Behavior and Design Criteria”, ACI Journal Proceedings, 83, 1, 50–57 (1986).
9.
R. A. Chapman, S. P. Shah, “Early-age Bond Strength in Reinforced Concrete”, ACI Materials Journals, 84, 6, 501–510 (1987).
10.
M. H. Harajli, “Development/Splice Strength of Reinforcing Bars Embedded in Plain and Fiber Reinforced Concrete”, ACI Structural Journal, 91, 5, 511–520 (1994).
11.
T. Ueda, I. Lin, N. M. Hawkins, “Beam Bar Anchorage in Exterior Column-Beam Connections”, ACI Journal Proceedings, 83, 3, 412-422 (1986).
12.
F. A. Al-Jahdali, F. F. Wafa, S. A. Shihata, “Development Length for Straight Deformed Bars in High-Strength Concrete”, ACI Special Publication (SP-149), 149, 507–522 (1994).
14.
Australian Standard for Concrete Structures, “AS3600”, North Sydney, Australia 1994.
15.
IS: 2770 (Part-1) – 1967 (Reaffi rmed 2007), “Indian Standard Methods of Testing Bond in Reinforced Concrete, Part1: Pull-out test”, Bureau of Indian Standards, New Delhi 2007.
16.
IS: 12269 - 2013, “Indian Standard Ordinary Portland Cement, 53 Grade – Specifi cation”, Bureau of Indian Standards, New Delhi 2013.
17.
IS: 3812 (Part-1) - 2003, “Indian Standard Pulverized Fuel Ash – Specifi cation, Part-1: For Use as Pozzolana in Cement, Cement Mortar and Concrete”, Bureau of Indian Standards, New Delhi 2003.
18.
IS: 12089 – 1987 (Reaffi rmed 2004), “Indian Standard Specifi cation for Granulated Slag for the Manufacture of Portland Slag Cement”, Bureau of Indian Standards, New Delhi 2004.
19.
IS: 383 – 1970 (Reaffi rmed 2002), “Indian Standard Specifi cation for Coarse and Fine Aggregates from Natural Sources for Concrete”, Bureau of Indian Standards, New Delhi 2002.
20.
ASTM C494 / C494M-13, “Standard Specifi cation for Chemical Admixtures for Concrete”, ASTM International, West Conshohocken, PA, USA 2013.
21.
IS: 1786 - 2008, “Indian Standard High Strength Deformed Steel Bars and Wires for Concrete Reinforcement - Specifi cation”, Bureau of Indian Standards, New Delhi 2008.
22.
IS: 516 - 1959 (Reaffi rmed 2004), “Indian Standard Methods of Tests for Strength of Concrete”, Bureau of Indian Standards, New Delhi 2006.
23.
IS: 10262 - 2009, “Indian Standard Concrete Mix Proportioning - Guidelines”, Bureau of Indian Standards, New Delhi 2009.
| ISSN: | 1425-8129 |
Całkowita kwota działania: 101 900 PLN
Kwota dofinansowania z MNiE: 85 100 PLN
Celem działania jest podniesienie poziomu technicznego obsługi Autorów i usprawnienie przepływu artykułów w procesie redakcyjnym.
Działania mające realizować powyższy cel polegać będą na:
- wprowadzeniu systemu elektronicznego zarządzania zgłaszaniem, recenzowaniem i przetwarzaniem artykułów,
- zmiana dotychczasowej organizacji strony internetowej,
- integracja numerów DOI (przydzielanych obecnie publikowanym artykułom) z bazą CrossRef.
© 2006-2025 Journal hosting platform by Bentus
We process personal data collected when visiting the website. The function of obtaining information about users and their behavior is carried out by voluntarily entered information in forms and saving cookies in end devices. Data, including cookies, are used to provide services, improve the user experience and to analyze the traffic in accordance with the Privacy policy. Data are also collected and processed by Google Analytics tool (more).
You can change cookies settings in your browser. Restricted use of cookies in the browser configuration may affect some functionalities of the website.
You can change cookies settings in your browser. Restricted use of cookies in the browser configuration may affect some functionalities of the website.
