Restrained concrete shrinkage in case of strengthened bridge piers by concrete jacketing

Andreas Lampropoulos; Ourania Tsioulou; Stephanos E. Dritsos

Restrained concrete shrinkage in case of strengthened bridge piers by concrete jacketing

Andreas Lampropoulos, Ourania Tsioulou, Stephanos E. Dritsos

University of Brighton

Research output: Chapter in Book/Conference proceeding with ISSN or ISBN › Conference contribution with ISSN or ISBN › peer-review

Abstract

Reinforced concrete (RC) jacketing of weak bridge pier columns is an effective retrofittingtechnique, particularly in seismic regions. The effect of restrained concrete shrinkageon the strength of concrete jackets is investigated in this study. A series of compressivetests are performed on square prism concrete specimens where steel plates are placed to representthe restrained shrinkage effect on the concrete of the jacket. Then, a numerical procedureto simulate the concrete shrinkage effect using the finite element method is proposed andresults are justified and validated using the experimental data. The results indicate that restrainedconcrete shrinkage considerably reduces the stiffness and the maximum load of thestrengthened elements.

Original language	English
Title of host publication	Proceedings of the 4th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering
Place of Publication	Athens, Greece
Publisher	NTUA
Pages	0-0
Number of pages	1
Publication status	Published - 12 Jun 2013
Event	Proceedings of the 4th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering - Kos Island, Greece, 12-14 June, 2013 Duration: 12 Jun 2013 → …

Conference

Conference	Proceedings of the 4th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering
Period	12/06/13 → …

Bibliographical note

Keywords

bridge piers
concrete jackets
finite elements
restrained shrinkage

Access to Document

1603.pdfFinal published version, 1.5 MBLicence: Unspecified

Cite this

@inproceedings{e81584b92bb64e00afca5c714f2d995d,

title = "Restrained concrete shrinkage in case of strengthened bridge piers by concrete jacketing",

abstract = "Reinforced concrete (RC) jacketing of weak bridge pier columns is an effective retrofittingtechnique, particularly in seismic regions. The effect of restrained concrete shrinkageon the strength of concrete jackets is investigated in this study. A series of compressivetests are performed on square prism concrete specimens where steel plates are placed to representthe restrained shrinkage effect on the concrete of the jacket. Then, a numerical procedureto simulate the concrete shrinkage effect using the finite element method is proposed andresults are justified and validated using the experimental data. The results indicate that restrainedconcrete shrinkage considerably reduces the stiffness and the maximum load of thestrengthened elements.",

keywords = "bridge piers, concrete jackets, finite elements, restrained shrinkage",

author = "Andreas Lampropoulos and Ourania Tsioulou and Dritsos, {Stephanos E.}",

note = "{\textcopyright} 2013 The authors; Proceedings of the 4th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering ; Conference date: 12-06-2013",

year = "2013",

month = jun,

day = "12",

language = "English",

pages = "0--0",

booktitle = "Proceedings of the 4th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering",

publisher = "NTUA",

}

Lampropoulos, A, Tsioulou, O & Dritsos, SE 2013, Restrained concrete shrinkage in case of strengthened bridge piers by concrete jacketing. in Proceedings of the 4th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering. NTUA, Athens, Greece, pp. 0-0, Proceedings of the 4th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, 12/06/13.

Restrained concrete shrinkage in case of strengthened bridge piers by concrete jacketing. / Lampropoulos, Andreas; Tsioulou, Ourania; Dritsos, Stephanos E.
Proceedings of the 4th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering. Athens, Greece: NTUA, 2013. p. 0-0.

Research output: Chapter in Book/Conference proceeding with ISSN or ISBN › Conference contribution with ISSN or ISBN › peer-review

TY - GEN

T1 - Restrained concrete shrinkage in case of strengthened bridge piers by concrete jacketing

AU - Lampropoulos, Andreas

AU - Tsioulou, Ourania

AU - Dritsos, Stephanos E.

PY - 2013/6/12

Y1 - 2013/6/12

N2 - Reinforced concrete (RC) jacketing of weak bridge pier columns is an effective retrofittingtechnique, particularly in seismic regions. The effect of restrained concrete shrinkageon the strength of concrete jackets is investigated in this study. A series of compressivetests are performed on square prism concrete specimens where steel plates are placed to representthe restrained shrinkage effect on the concrete of the jacket. Then, a numerical procedureto simulate the concrete shrinkage effect using the finite element method is proposed andresults are justified and validated using the experimental data. The results indicate that restrainedconcrete shrinkage considerably reduces the stiffness and the maximum load of thestrengthened elements.

AB - Reinforced concrete (RC) jacketing of weak bridge pier columns is an effective retrofittingtechnique, particularly in seismic regions. The effect of restrained concrete shrinkageon the strength of concrete jackets is investigated in this study. A series of compressivetests are performed on square prism concrete specimens where steel plates are placed to representthe restrained shrinkage effect on the concrete of the jacket. Then, a numerical procedureto simulate the concrete shrinkage effect using the finite element method is proposed andresults are justified and validated using the experimental data. The results indicate that restrainedconcrete shrinkage considerably reduces the stiffness and the maximum load of thestrengthened elements.

KW - bridge piers

KW - concrete jackets

KW - finite elements

KW - restrained shrinkage

M3 - Conference contribution with ISSN or ISBN

SP - 0

EP - 0

BT - Proceedings of the 4th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering

PB - NTUA

CY - Athens, Greece

T2 - Proceedings of the 4th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering

Y2 - 12 June 2013

ER -

Restrained concrete shrinkage in case of strengthened bridge piers by concrete jacketing

Abstract

Conference

Bibliographical note

Keywords

Access to Document

Fingerprint

Cite this