Evaluation of damage in reinforced concrete beams using dynamic system characteristics

J. De Visscher; G. Van Vinckenroy; W. P. De Wilde; J. M. Ndambi; J. Vantomme; B. Peeters; M. A. Wahab; G. De Roeck

Evaluation of damage in reinforced concrete beams using dynamic system characteristics

J. De Visscher, G. Van Vinckenroy, W. P. De Wilde, J. M. Ndambi, J. Vantomme, B. Peeters, M. A. Wahab, G. De Roeck

Vrije Universiteit Brussel

Research output: Contribution to journal › Conference article › peer-review

Abstract

Damage is introduced in reinforced concrete beams, by subjecting them to short-term static 3-point bending tests. The maximum static load is increased in a step-wise manner, so that different degrees of damage are obtained. In between each static loading cycle, the modal parameters are measured using different techniques. This allows to draw conclusions about the sensitivity of the modal parameters to structural damage and about the suitability of the experimental techniques. This investigation is the initial phase in the development of a technique for monitoring damage in large concrete structures based on dynamic system characteristics (DSC's).

Original language	English
Pages (from-to)	233-243
Number of pages	11
Journal	Proceedings of the International Conference on Computational Methods and Experimental Measurements, CMEM
Publication status	Published - 1997
Event	Proceedings of the 1997 8th International Conference on Computational Methods and Experimental Measurements, CMEM - Rhodes, Greece Duration: 1 May 1997 → 1 May 1997

Cite this

@article{22bf1740eadf4a45a5d106abc324f67f,

title = "Evaluation of damage in reinforced concrete beams using dynamic system characteristics",

abstract = "Damage is introduced in reinforced concrete beams, by subjecting them to short-term static 3-point bending tests. The maximum static load is increased in a step-wise manner, so that different degrees of damage are obtained. In between each static loading cycle, the modal parameters are measured using different techniques. This allows to draw conclusions about the sensitivity of the modal parameters to structural damage and about the suitability of the experimental techniques. This investigation is the initial phase in the development of a technique for monitoring damage in large concrete structures based on dynamic system characteristics (DSC's).",

author = "{De Visscher}, J. and {Van Vinckenroy}, G. and {De Wilde}, {W. P.} and Ndambi, {J. M.} and J. Vantomme and B. Peeters and Wahab, {M. A.} and {De Roeck}, G.",

year = "1997",

language = "English",

pages = "233--243",

journal = "Proceedings of the International Conference on Computational Methods and Experimental Measurements, CMEM",

issn = "1369-734X",

note = "Proceedings of the 1997 8th International Conference on Computational Methods and Experimental Measurements, CMEM ; Conference date: 01-05-1997 Through 01-05-1997",

}

TY - JOUR

T1 - Evaluation of damage in reinforced concrete beams using dynamic system characteristics

AU - De Visscher, J.

AU - Van Vinckenroy, G.

AU - De Wilde, W. P.

AU - Ndambi, J. M.

AU - Vantomme, J.

AU - Peeters, B.

AU - Wahab, M. A.

AU - De Roeck, G.

PY - 1997

Y1 - 1997

N2 - Damage is introduced in reinforced concrete beams, by subjecting them to short-term static 3-point bending tests. The maximum static load is increased in a step-wise manner, so that different degrees of damage are obtained. In between each static loading cycle, the modal parameters are measured using different techniques. This allows to draw conclusions about the sensitivity of the modal parameters to structural damage and about the suitability of the experimental techniques. This investigation is the initial phase in the development of a technique for monitoring damage in large concrete structures based on dynamic system characteristics (DSC's).

AB - Damage is introduced in reinforced concrete beams, by subjecting them to short-term static 3-point bending tests. The maximum static load is increased in a step-wise manner, so that different degrees of damage are obtained. In between each static loading cycle, the modal parameters are measured using different techniques. This allows to draw conclusions about the sensitivity of the modal parameters to structural damage and about the suitability of the experimental techniques. This investigation is the initial phase in the development of a technique for monitoring damage in large concrete structures based on dynamic system characteristics (DSC's).

UR - http://www.scopus.com/inward/record.url?scp=0030645196&partnerID=8YFLogxK

M3 - Conference article

AN - SCOPUS:0030645196

SN - 1369-734X

SP - 233

EP - 243

JO - Proceedings of the International Conference on Computational Methods and Experimental Measurements, CMEM

JF - Proceedings of the International Conference on Computational Methods and Experimental Measurements, CMEM

T2 - Proceedings of the 1997 8th International Conference on Computational Methods and Experimental Measurements, CMEM

Y2 - 1 May 1997 through 1 May 1997

ER -

Evaluation of damage in reinforced concrete beams using dynamic system characteristics

Abstract

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