Assessment of construction joint effect in full-scale concrete beams by acoustic emission activity

Journal of Engineering Mechanics

Volumn 136, Issue 7, 2010, Pages 906-912

  Aggelis, Dimitrios G ^a   Shiotani, Tomoki ^b   Terazawa, Masato ^c  

^a UNIVERSITY OF IOANNINA   (Greece)

^b KYOTO UNIVERSITY   (Japan)

^c Tobishima Corporation   (Japan)

Author keywords

Acoustic methods; Concrete beams; Cracking; Fracture; Load bearing capacity; Reinforcement

Indexed keywords

ACOUSTIC METHOD; CONCRETE BEAM; CONCRETE BEAMS; CONSTRUCTION JOINTS; CONVENTIONAL MEASUREMENTS; CRACKING; DAMAGE ACCUMULATION; DETERIORATION PROCESS; FOUR-POINT; FULL-SCALE STRUCTURES; INITIAL STAGES; LOAD-BEARING CAPACITY; PULSE VELOCITY; REINFORCED CONCRETE BEAMS; STRUCTURAL BEHAVIORS; STRUCTURAL PERFORMANCE; TWO BEAMS;

ACOUSTIC EMISSIONS; BEARING CAPACITY; BEARINGS (STRUCTURAL); FRACTURE; REINFORCED CONCRETE; REINFORCEMENT;

CONCRETE BEAMS AND GIRDERS;

ACOUSTIC EMISSION; ACOUSTIC METHOD; BEARING CAPACITY; CONCRETE STRUCTURE; CRACKING; FRACTURE; LOADING; REINFORCED CONCRETE;

EID: 77955605586     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)EM.1943-7889.0000130     Document Type: Article

References (20)

1. Colombo S. Forde M.C. Main I.G. Shigeishi M. Predicting the ultimate bending capacity of concrete beams from the 'relaxation ratio' analysis of AE signals. Constr. Build. Mater. 2005, 19:746-754. CBVME2, 0950-0618, 10.1016/j.conbuildmat.2005.06.004.
2. Colombo S. Main I.G. Forde M.C. Assessing damage of reinforced concrete beam using 'b-value' analysis of acoustic emission signals. J. Mater. Civ. Eng. 2003, 15(3):280-286. JMCEE7, 0899-1561, 10.1061/(ASCE)0899-1561(2003)15:3(280).
3. Grosse C. Reinhardt H. Dahm T. Localization and classification of fracture types in concrete with quantitative acoustic emission measurement techniques. NDT Int. 1997, 30(4):223-230. NDITDS, 0308-9126, 10.1016/S0963-8695(96)00060-6.
4. Grosse C.U. Finck F. Quantitative evaluation of fracture processes in concrete using signal-based acoustic emission techniques. Cem. Concr. Compos. 2006, 28(4):330-336. CCOCEG, 0958-9465, 10.1016/j.cemconcomp.2006.02.006.
5. Kurz J.H. Finck F. Grosse C.U. Reinhardt H.W. Stress drop and stress redistribution in concrete quantified over time by the b-value analysis. Struct. Health Monit. 2006, 5:69-81. ZZZZZZ, 1475-9217, 10.1177/1475921706057983.
6. Kurz J.H. Grosse C.U. Reinhardt H.W. Strategies for reliable onset time picking of acoustic emission and of ultrasound signals in concrete. Ultrasonics 2005, 43(7):538-546. ULTRA3, 0041-624X, 10.1016/j.ultras.2004.12.005.
7. Mihashi H. Nomura N. Niiseki S. Influence of aggregate size on fracture process zone of concrete detected with three dimensional acoustic emission technique. Cem. Concr. Res. 1991, 21:737-744. CCNRAI, 0008-8846, 10.1016/0008-8846(91)90168-H.
8. Ohtsu M. Uchida M. Okamoto T. Yuyama S. Damage assessment of reinforced concrete beams qualified by acoustic emission. ACI Struct. J. 2002, 99(4):411-417. ASTJEG, 0889-3241 and .
9. Popovics S. Popovics J.S. Effect of stresses on the ultrasonic pulse velocity in concrete. Mater. Struct. 1991, 24:15-23. MASTED, 1359-5997, 10.1007/BF02472676.
10. Schechinger B. Vogel T. Acoustic emission for monitoring a reinforced concrete beam subject to four-point-bending. Constr. Build. Mater. 2007, 21(3):483-490. CBVME2, 0950-0618, 10.1016/j.conbuildmat.2006.04.003.
11. Shiotani T. Bisschop J. Van Mier J.G. M. Temporal and spatial development of drying shrinkage cracking in cement-based materials. Eng. Fract. Mech. 2003, 70(12):1509-1525. EFMEAH, 0013-7944, 10.1016/S0013-7944(02)00150-9.
12. Shiotani T. Fujii K. Aoki T. Amou K. Evaluation of progressive failure using AE sources and improved b-value on slope model tests. J. Acoust. Emiss. 1994, VII(7):529-534. JACEDO, 0730-0050
13. Shiotani T. Luo X. Haya H. Damage diagnosis of railway concrete structures by means of one-dimensional AE sources. J. Acoust. Emiss. 2006, 24:205-214. JACEDO, 0730-0050.
14. Shiotani T. Nakanishi Y. Iwaki K. Luo X. Haya H. Evaluation of reinforcement in damaged railway concrete piles by means of acoustic emission. J. Acoust. Emiss. 2005, 23:260-271. JACEDO, 0730-0050.
15. Shiotani T. Nakanishi Y. Luo X. Haya H. Damage assessment in deteriorated railway sub-structures using AE technique. J. Acoust. Emiss. 2004b, 22:39-48. JACEDO, 0730-0050.
16. Shiotani T. Nakanishi Y. Luo X. Haya H. Inaba T. Damage evaluation for railway structures by means of acoustic emission. Key Eng. Mater. 2004a, 270-273:1622-1630. KEMAEY, 1013-9826, 10.4028/www.scientific.net/KEM.270-273.1622.
17. Shiotani T. Ohtsu M. Ikeda K. Detection and evaluation of AE waves due to rock deformation. Constr. Build. Mater. 2001, 15(5-6):235-246. CBVME2, 0950-0618, 10.1016/S0950-0618(00)00073-8.
18. Shiotani T. Shigeishi M. Ohtsu M. Acoustic emission characteristics of concrete piles. Constr. Build. Mater. 1999, 13:73-85. CBVME2, 0950-0618, 10.1016/S0950-0618(99)00010-0.
19. Suaris W. Fernando V. Detection of crack growth in concrete from ultrasonic intensity measurements. Mater. Struct. 1987, 20:214-220. MASTED, 1359-5997, 10.1007/BF02472738.
20. Triantafillou T.C. Papanikolaou C.G. Shear strengthening of reinforced concrete members with textile reinforced mortar (TRM) jackets. Mater. Struct. 2006, 39(1):93-103. MASTED, 1359-5997, 10.1007/s11527-005-9034-3.