Effectiveness of a Simplified Pullout Test Using a Post-Installable Break-Off Bolt

The pullout test is known to be more reliable for estimating the strength of concrete structures under construction than other nondestructive testing methods such as the Schmidt rebound hammer test, penetration resistance test, and ultrasonic pulse velocity method. However, existing pullout tests require several complex installation steps. Loading equipment that contains load cells is expensive. We propose a simplified pullout test using a post-installable break-off bolt, a standard bolt with a groove on the shaft, as an insert. The specific groove diameters of break-off bolts are designed to indicate concrete strength. However, the appropriate groove diameters for certain concrete strengths are not necessarily known. Regression models of groove diameter and the concrete strength were derived through a series of 188 experiments. The resulting equation showed 70.2% prediction accuracy for predicting concrete strength. The average difference between incorrect estimates and actual strengths was 0.13mm, a magnitude that can easily be overcome if appropriate safety factors are studied and added to the prediction equations.

1. ASTM. ASTM C900–06 Standard Test Method for Pullout Strength of Hardened Concrete. 10 ASTM International, West Conshohocken, PA (2006). 2. H. Krenchel. LOK-Strength Testing of Concrete. Structural Research Laboratory, Technical University of Denmark, Lyngby (1970). 3. C. G. Petersen. Capo Test. Nordisk Betong, Stockholm, Sweden (1980). 4. V. M. Malhotra and G. Carette. American Concrete Institute 77:161–170 (1980). 5. P. Bocca. Materials and Structures 17:211–216 (1984). 6. C. G. Petersen. Proceedings of Conference on Nondestructive Testing in Civil Engineering. J. H. Bungey (ed.), British Institute of Non-Destructive Testing, Liverpool, U.K., pp. 77–96 (1997). 7. Kajima Corporation and F. Bussan. Concrete Pullout Test Device. Japan patent (1987). 8. H.-B. Ko. Journal of the Korean Institute of Building Construction 8:85–91 (2008). 9. KSA. KS F 2403 Method of Making and Curing Concrete Specimens. 15 Koran Standards Association (KSA), Seoul (2005). 10. Ministry of Land Transport and Maritime Affairs (MLTM). Concrete Standard Specification. Seoul, Korea (2009). 11. S. Uemura, H. Aoyama, and M. Itou. Structure experiment and design. Vol. 9 Kihodoshuppan, Tokyo (1973). 12. KSA. KS B 0802 Method of Tensile Test for Metallic Materials. Korean Standards Association, Seoul, Korea (2008). 13. Korea Concrete Institute. Concrete Standard Specification. Ch. 4, Korea Concrete Institute, Seoul, Korea (2009).
Usage Shares
Total Views
4 Page Views
Total Shares
0 Tweets
0 PDF Downloads
0 Facebook Shares
Total Usage