A feasibility study of detecting reinforcing-bar debonding by acoustic-emission technique
Bibliographic record
Abstract
No abstract is available for this record. The assistant can identify its topic from the title, but cannot infer the study’s results.
Source: Not provided · Quality: missing
Research context
OpenAlex topics: Ultrasonics and Acoustic Wave Propagation · Geophysical Methods and Applications · Non-Destructive Testing Techniques
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (15)
Show source-provided references
1. ASCE-ACI Committee 426, “The Shear Strength of Reinforced Concrete Members,” J. of the Struct. Div., ASCE,99 (ST6) (June 1973) and 100 (ST8) (Aug. 1974).10.1061/JSDEAG.0003838 ↗
2. Bertero, V.V. and Popov, E.P., “Hysteretic Behavior of Reinforced Concrete Flexural Members with Special Web Reinforcement,” Proceedings of the U.S. National Conference on Earthquake Engineering, Ann Arbor, MI (June 1975).
3. Hassan, F.M. andHawkins, N.M., “Anchorage of Reinforcing Bars for Seismic Forces,”Reinforced Concrete in Seismic Zones, Amer. Concr. Inst., Detroit, MI (1976).
4. Morita, S. and Kaku, T., “Local Bond Stress-Slip Under Repeated Loading,” Theme IV, Rilem Symposium, Prague (1974).
5. Carpenter, et al., “Structural Walls in Earthquake Resistant Structures,”Experimental Program, Progress Report, Portland Cement Assoc., Skokie, IL (Aug.1975).
6. Yamazaki, J. andHawkins, N.M., “Shear and Moment Transfer Between Reinforced Concrete Flat Plates and Columns,”Report SM 75-2, Dept. of Civil Engrg, Univ. of Washington, Seattle, WA (Sept.1975).
7. Hanna, S.M., Mitchell, D. andHawkins, N.M., “Slab-Column Connections Containing Shear Reinforcement and Transferring High Intensity Reversed Moments,”Report SM 75-1, Dept. of Civil Engrg, Univ. of Washington, Seattle, WA (Aug.1975).
8. Brown, R.H. andJirsa, J.O., “Reinforced Concrete Beams Under Load Reversals,”ACI J.,68, (5),380–390 (May1971).
9. Ismail, M.A.F. and Jirsa, J.O., “Bond Deterioration in Reinforced Concrete Subject to Low Cycle Loads,” ACI J.,69 (6) (June 1972).10.14359/7153 ↗
10. Hanson, N.W. and Conner, H.W., “Seismic Resistance of Reinforced Concrete Beam-Column Joints,”J. of the Struct. Div., ASCE,93 (ST5) (Oct.1967).10.1061/JSDEAG.0001785 ↗
11. Hanson, N.W., “Seismic Resistance of Concrete Frames with Grade 60 Reinforcement,”J. of the Struct. Div., ASCE,97 (ST6) (June1971).10.1061/JSDEAG.0002926 ↗
12. Goto, Y., “Crack Formed in Concrete Around Deformed Tension Bars,”Amer. Concr. Inst. J.,68 (4),245–251 (April1971).
13. Hawkins, N.M., Kobayashi, A.S. and Fourney, M.E., “Reversed Cyclic Loading Bond Deterioration Tests,” Univ. of Washington, Structures and Mechanics Report SM 75-5 (Nov. 1975).
14. Green, A.T., “Stress Wave Emission and Fracture of Prestressed Concrete Reactor Vessel Materials,”Dunagan Research Corporation, Technical Report DCR-71-3, Livermore, CA (May1971).
15. ACI Committee 318, “Building Code Requirements for Reinforced Concrete (ACI 318-77),”Amer. Build, Inst., Detroit, MI (1977).