TECHNICAL PAPERS
Jul 1, 1996

Tracing Initiation and Propagation of Cracks in Composite Slabs

Publication: Journal of Structural Engineering
Volume 122, Issue 7

Abstract

This paper presents test results obtained from studies aimed at determining whether the impact-echo method, a nondestructive test technique based on the use of transient stress waves, can be used to trace the initiation and propagation of cracks in composite slabs subjected to static loads. The number of shear studs in the specimens was designed to satisfy the requirement of the American Institute of Steel Construction Allowable Stress Design (ASD) specifications for full-composite and 80 partial-composite structures. To trace the initiation and propagation of cracks in the specimens, impact-echo tests were carried out at steps with different load levels. Throughout the test, the strains of shear studs were also measured to verify the results obtained from the impact-echo tests. It is shown that changes in the impact-echo responses are the key to detecting the formation of a crack in the composite slabs. The location of the crack can be determined by the impact-echo method. Results also show that the strains of shear studs start to have sharp increases after the applied load corresponding to the presence of cracks. Besides the conventional measurement devices, this study successfully introduces a newly developed nondestructive technique used for detecting cracks in concrete specimens to add valuable information to experimental results for better interpretation of structural failure mechanism.

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References

1.
Carino, N. J., Sansalone, M., and Hsu, N. N. (1986). “Flaw detection in concrete by frequency spectrum analysis of impact-echo waveforms.”International advances in nondestructive testing, 12th Ed., W. J. McGonnagle, ed., Gordon and Breach Science Publishers, New York, N.Y. 117–146.
2.
Cheng, C., and Sansalone, M.(1992). “Effects on impact-echo signals caused by steel reinforcing bars and voids around bars.”Mat. J. Am. Concrete Inst., 90(5), 421–434.
3.
Cheng, C., and Sansalone, M.(1995a). “Determining the minimum crack width that can be detected using the impact-echo method, part 1: experimental study.”RILEM Mat. and Struct., 28, 74–82.
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Cheng, C., and Sansalone, M.(1995b). “Determining the minimum crack width that can be detected using the impact-echo method, part 2: numerical fracture analyses.”RILEM Mat. and Struct., 28, 125–132.
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Lin, J., and Sansalone, M.(1994a). “Impact-echo response of hollow cylindrical concrete structures surrounded by soil or rock, part I—numerical studies.”ASTM Geotech. Testing J., 17(2), 207–219.
7.
Lin, J., and Sansalone, M.(1994b). “Impact-echo response of hollow cylindrical concrete structures surrounded by rock, part II—experimental studies.”ASTM Geotech. Testing J., 17(2), 220–226.
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Lin, Y., Sansalone, M., and Carino, N. J.(1990). “Finite element studies of the impact-echo response of plates containing thin layers and voids.”J. Nondestructive Evaluation, 9(1), 27–47.
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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 122Issue 7July 1996
Pages: 756 - 761

History

Published online: Jul 1, 1996
Published in print: Jul 1996

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Authors

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Yiching Lin
Assoc. Prof., Dept. of Civ. Engrg., Nat. Chung-Hsing Univ., Taichung, Taiwan, R.O.C.
J. Y. Richard Yen
Prof., Dept. of Civ. Engrg., Nat. Chung-Hsing Univ., Taichung, Taiwan, R.O.C.
Chen-Fung Chen
Civ. Engr., Taiwan Area Nat. Freeway Bureau, Shichih-Wuku Freeway Widening Constr. Ofc., 8F, No. 2, Sec. 3 Min-Sheng Rd., Taipei, Taiwan, R.O.C.

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