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Volumn 11, Issue 3, 1997, Pages 189-194

Comparison of acoustic emission activity in reinforced and prestressed concrete beams under bending

Author keywords

Acoustic emission; Concrete; Prestressed; Reinforced beams

Indexed keywords

ACOUSTIC EMISSION TESTING; BENDING STRENGTH; CRACK PROPAGATION; PRESTRESSED CONCRETE; REINFORCED CONCRETE; STRUCTURAL ANALYSIS;

EID: 0031109118     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0950-0618(97)00036-6     Document Type: Article
Times cited : (22)

References (10)
  • 1
    • 0002081987 scopus 로고
    • Acoustic Emission Characteristics in Concrete Diagnostic Applications
    • April-June
    • Ohtsu, M., "Acoustic Emission Characteristics in Concrete Diagnostic Applications", Journal of Acoustic Emission, Vol. 6, No. 2, April-June 1987, 99-108.
    • (1987) Journal of Acoustic Emission , vol.6 , Issue.2 , pp. 99-108
    • Ohtsu, M.1
  • 2
    • 0012718639 scopus 로고
    • Characterization of Concrete Damages by Acoustic Emission Analysis
    • July
    • Reymond, M., Raharinaivo, A., Brachet, M., "Characterization of Concrete Damages by Acoustic Emission Analysis", Journal of Acoustic Emission, Vol. 2, No. 2, July 1983, 159-168.
    • (1983) Journal of Acoustic Emission , vol.2 , Issue.2 , pp. 159-168
    • Reymond, M.1    Raharinaivo, A.2    Brachet, M.3
  • 3
    • 0026253805 scopus 로고
    • Damage Assessment in Concrete Using Quantitative Acoustic Emission
    • Nov.
    • Ouyang, C., Landis, E., Shah, S.P., "Damage Assessment in Concrete Using Quantitative Acoustic Emission", Journal of Engineering Mechanics, Vol. 117, No. 11, Nov. 1991, 2681-2698.
    • (1991) Journal of Engineering Mechanics , vol.117 , Issue.11 , pp. 2681-2698
    • Ouyang, C.1    Landis, E.2    Shah, S.P.3
  • 4
    • 0026685509 scopus 로고    scopus 로고
    • Study of Three Dimensional Crack Tip Location of Mortar by Acoustic Emission
    • Ansari, F., Sture, S., Eds., American Society of Civil Engineers
    • Chen, H.L., Cheng, C.T., "Study of Three Dimensional Crack Tip Location of Mortar by Acoustic Emission", Nondestructive Testing of Concrete Elements and Structures, Ansari, F., Sture, S., Eds., American Society of Civil Engineers, 25-36.
    • Nondestructive Testing of Concrete Elements and Structures , pp. 25-36
    • Chen, H.L.1    Cheng, C.T.2
  • 5
    • 0005070659 scopus 로고
    • Source Mechanism and Waveform Analysis of Acoustic Emission in Concrete
    • April
    • Ohtsu, M., "Source Mechanism and Waveform Analysis of Acoustic Emission in Concrete", Journal of Acoustic Emission, Vol. 1, No. 2, April 1982, 103-112.
    • (1982) Journal of Acoustic Emission , vol.1 , Issue.2 , pp. 103-112
    • Ohtsu, M.1
  • 6
    • 0042266498 scopus 로고    scopus 로고
    • Discrimination of Cracking and Estimation of Cracking Width Developed in Reinforced Concrete Structures by Acoustic Emission
    • Physical Acoustics Corporation
    • Yuyama, S., Okamoto, T., Tomita, R., Fujiwara, H., Kajio, S., "Discrimination of Cracking and Estimation of Cracking Width Developed in Reinforced Concrete Structures by Acoustic Emission", Technical Report TR-103-105-'92, Physical Acoustics Corporation.
    • Technical Report TR-103-105-'92
    • Yuyama, S.1    Okamoto, T.2    Tomita, R.3    Fujiwara, H.4    Kajio, S.5
  • 7
    • 0042266499 scopus 로고    scopus 로고
    • Several AE Sources Observed during Fracture of Repaired Reinforced Concrete Beams
    • Physical Acoustics Corporation
    • Yuyama, S., Nagataki, S., Okamoto, T., Soga, T., "Several AE Sources Observed During Fracture of Repaired Reinforced Concrete Beams", Technical Report TR-103-97-10/90, Physical Acoustics Corporation.
    • Technical Report TR-103-97-10/90
    • Yuyama, S.1    Nagataki, S.2    Okamoto, T.3    Soga, T.4
  • 9
    • 0024015193 scopus 로고
    • Acoustic Emission Inspection of Steel Bridges
    • May
    • Hopwood II, Theodore, "Acoustic Emission Inspection Of Steel Bridges", Public Works, May 1988, 66-69.
    • (1988) Public Works , pp. 66-69
    • Hopwood T. II1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.