Technical Papers
Dec 23, 2015

Nondestructive Testing Procedure to Evaluate the Load-Carrying Capacity of Concrete Anchors

Publication: Journal of Construction Engineering and Management
Volume 142, Issue 5

Abstract

Concrete anchors are extensively used in the construction industry. Their applications range from erecting permanent objects such as sign poles, direction signs, lighting poles, and so on, to temporary support structures. Several destructive testing equipment types exist in the industry that can be used to evaluate the load-carrying capacity of concrete anchors. However, no nondestructive testing method has been proposed that can estimate their load-carrying capacity. This study develops a new relationship between the pull-out load-carrying capacity, P, of concrete anchors and Schmidt hammer rebound value, R. It was observed from experimentation that the load-carrying capacity of the concrete anchors depends on the embedment length, anchor diameter, concrete strength, and anchor alignment. The effect of anchor alignment was also observed during experimentation, and anchors with ill alignment of more than 5% can lead to lower load-carrying capacity. In addition, it is also possible to identify the ill-aligned concrete anchor and anchor bolt installed in poor quality concrete using the test results. A new type of anchor cage is also developed and presented in the research work that can be used to conduct the pull-out testing using the universal testing machine, eradicating the need for separate pull-out testing devices. The 8-, 10-, and 12-mm diameter concrete anchors were studied, keeping constant the embedment length and concrete strength. The pull-out load strength versus rebound value relationship for each diameter anchor is presented with a co-relationship of more than 90%.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors are grateful to the deanship of scientific research (DSR) at the University of Dammam (UoD), Kingdom of Saudi Arabia, for the financial support. The publication is part of the project funded by the DSR, UoD, under the Project ID 2014043.

References

Barton, N., and Choubey, V. (1977). “The shear strength of rock joints in theory and practice.” Int. J. Rock Mech., 10(1–2), 1–54.
Brozovsky, J., and Zach, J. (2011). “Influence of surface preparation method on the concrete rebound number obtained from impact hammer test.” 5th Pan American Conf. for Non Destructive Testing, Mexican Institute of Non-Destructive Testing A.C (IMENDE), Mexico, 234–239.
Cargill, J. S., and Shakoor, A. (1990). “Evaluation of empirical methods for measuring the uniaxial compressive strength of rock.” Int. J. Rock Mech., Mineral Sci. Geomech., 27(6), 495–503.
Cook, R. A., Doerr, G. T., and Klingner, R. E. (1993). “Bond stress model for design of adhesive anchors.” ACI Struct. J., 90(5), 514–524.
Cook, R. A., Kunz, J., Fuchs, W., and Konz, R. C. (1998). “Behavior and design of single adhesive anchors under tensile load in uncracked concrete.” ACI Struct. J., 95(3), 9–26.
Hucka, V. (1965). “A rapid method of determining the strength of rocks in situ.” Int. J. Rock Mech., Mineral Sci. Geomech., 2(2), 127–134.
Jen-Chei, L., Mou-Lin, S., and Chang-Huan, K. (2009). “Estimating the strength of concrete using surface rebound value and design parameters of concrete material.” Tamkang J. Sci. Eng., 12(1), 1–7.
Katalin, S. (2013). “Rebound surface hardness and related properties of concrete.” Ph.D. thesis, Budapest Univ. of Technology and Economics, Dept. of Construction Materials and Engineering, Budapest, Hungary.
Miller, R. P. (1965). “Engineering classification and index properties for intact rock.” Ph.D. thesis, Univ. of Illinois, IL.
Murat, Y., Ceylan, H., and Akdas, H. (2011). “A predictive model for uni-axial compressive strength of carbonate rocks from Schmidt hardness.” Civil, Construction and Environmental Engineering Conf. Presentations and Proc., Vol. 1, Iowa State Univ., Ames, IA, 233–239.
Saleem, M. (2014). “Cyclic pull-out push-in shear-lag model for post-installed anchor infill assembly.” Ar. J. Sci. Eng., 39(12), 8537–8547.
Saleem, M., Qazi, A. U., Hameed, A., and Bashir, M. A. (2013). “A multi-layer parallel crack extension model for deformational response of post-installed anchor.” KSCE J. Civ. Eng., 17(5), 908–920.
Saleem, M., and Tsubaki, T. (2010). “Multi-layer model for pull-out behavior of post-installed anchor.” Proc., FRAMCOS-7, Fracture Mechanics of Concrete Structures, Vol. 2, Aedificatio, Germany, 823–830.
Saleem, M., and Tsubaki, T. (2012). “Two-layer model for pull-out behavior of post-installed anchor.” J. Jpn. Soc. Civ. Eng., Ser. E2 Mater. Concr. Struct., 68(1), 49–62.
Schmidt, E. (1951). “A non-destructive concrete tester.” Int. J. Concr., 59(8), 34–35.
Sharma, P. K., Khandelwal, M., and Singh, T. N. (2011). “A correlation between Schmidt hammer rebound numbers with impact strength, slake durability index and P-wave velocity.” Int. J. Earth Sci., 100(1), 189–195.
Tadayoshi, T., and Daisuke, T. (2009). “Seismic damage of and seismic rehabilitation techniques for railway reinforced concrete structures.” J. Adv. Concr. Technol., 7(3), 287–296.
Takiguchi, K., Harada, R., and Ishizeki, K. (1999). “Pull out strength of an anchor bolt embedded in cracked concrete.” Transactions of the 15th Int. Conf. on Structural Mechanics in Reactor Technology (SMiRT-15), International Association of Structural Mechanics in Reactor Technology, North Carolina State Univ., Raleigh, NC, 305–310.
Torabi, S. R., Ataei, M., and Javanshir, M. (2010). “Application of Schmidt rebound number for estimating rock strength under specific geological conditions.” J. Min. Environ., 1(2), 1–8.
Zamora, N. A., Cook, R. A., Konz, R. C., and Consolazio, G. R. (2003). “Behavior and design of single, headed and unheaded, grouted anchors under tensile load.” ACI Struct. J., 100(2), 222–230.

Information & Authors

Information

Published In

Go to Journal of Construction Engineering and Management
Journal of Construction Engineering and Management
Volume 142Issue 5May 2016

History

Received: Jun 23, 2015
Accepted: Oct 12, 2015
Published online: Dec 23, 2015
Published in print: May 1, 2016
Discussion open until: May 23, 2016

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Muhammad Saleem, Ph.D. [email protected]
Assistant Professor, Dept. of Basic Engineering, College of Engineering, Univ. of Dammam, P.O. Box 1982, Dammam 31451, Eastern Province, Kingdom of Saudi Arabia (corresponding author). E-mail: [email protected]; [email protected]
Walid A. Al-Kutti, Ph.D., M.ASCE
Assistant Professor, Dept. of Construction Engineering, Univ. of Dammam, P.O. Box 1982, Dammam 31451, Eastern Province, Kingdom of Saudi Arabia.
Nabil M. Al-Akhras, Ph.D.
Associate Professor, Dept. of Construction Engineering, College of Engineering, Univ. of Dammam, P.O. Box 1982, Dammam 31451, Eastern Province, Kingdom of Saudi Arabia.
Hassan Haider
Dept. of Construction Engineering, Univ. of Dammam, P.O. Box 1982, Dammam 31451, Eastern Province, Kingdom of Saudi Arabia.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share