The failure mechanism and the pull-out strength of a bond-type anchor near a free edge

Mechanics of Materials

Volumn 28, Issue 1-4, 1998, Pages 113-122

  Obata, Makoto ^a   Inoue, Michio ^b   Goto, Yoshiaki ^a  

^a NAGOYA INSTITUTE OF TECHNOLOGY   (Japan)

^b Goyo Kensetu Corporation   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

BOLTS; BOND STRENGTH (MATERIALS); FAILURE (MECHANICAL); FRACTURE MECHANICS;

BOND TYPE ANCHOR BOLTS; PULL OUT STRENGTH;

ANCHORAGES (CONCRETE CONSTRUCTION);

EID: 0346223715     PISSN: 01676636     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0167-6636(97)00052-5     Document Type: Article

References (10)

1. ACI349-85, 1985. Code Requirements for Nuclear Safety Related Structures. American Institute of Concrete.
2. Bode, H., Roik, K., 1987. Headed studs-embedded in concrete and loaded in tension. In: Anchorage to Concrete, ACI, SP-103, Detroit, pp. 61-89.
3. CEB, 1991. Fastenings to Reinforced Concrete and Masonry Structures, Part I, II, Comité du Euro-International du Beton.
4. Cook, R.A., 1993. Behavior of chemically bonded anchors. J. Struct. Eng., ASCE 119, 2744-2762.
5. Goto, Y., Obata, M., Maeno, H., Kobayashi, Y., 1993. Failure mechanism of new bond-type anchor bolt subject to tension. J. Struct. Eng., ASCE 119, 1168-1187.
6. Hibbitt, Karlsson and Sorrensen, Inc., 1995. ABAQUS/Standard User's Manual.
7. Krenchel, H., Shah, S., 1985. Fracture analysis of the pull out test. Mater. Struct., 18, 439-446.
8. Obata, M., Inoue, M., Goto, Y., 1996. Effect of free edge on the pull-out strength of bond type anchor bolt. J. Struct. Eng., JSCE, 42A, 1131-1138.
9. Rehm, G., Eligehausen, R., Mallee, R., 1988. Befestigungstechnik. In: Betonkalender, Vol. 2, Berlin, pp. 564-663.
10. Rehm, G., Schlaich, J., Schaefer, K., Eligehausen, R., 1985. Fritz-Leonhardt-Kolloquium. Forschungskolloquium des Deutschen Ausschusses für Stahlbeton. Beton-und Stahlbetonbau, 6, 156-161.