Abstract

Various numerical models have been developed to appraise alkali-silica reaction (ASR) induced expansion and to predict its potential to generate further damage. A previous work proposed a finite element approach that does not oversimplify nor overcomplicate the reaction analysis, while still being capable of representing the anisotropic expansion and its macroscopic consequences. Slender structures have already been successfully simulated using this approach, although it has never been applied to assess massive structures. This paper presents the validation analyses and the simulations performed on an ASR-affected dam in Brazil to appraise the accuracy of the previously proposed approach for massive structures. The results suggest that the numerical model is quite promising for appraising ASR development over time, based on the damage observed both in the field and on test specimens. Moreover, phenomena not directly accounted for in the model (such as alkali release from aggregates and the absence of an important amount of leaching) were found to play an important role in ASR-affected massive structures.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

All data, models, and code generated or used during the study appear in the published article. Yet, if needed, some or all data, models, or code generated or used during the study are available from the corresponding author by request.

Acknowledgments

The authors gratefully acknowledge the financial support received from the Natural Sciences and Engineering Council of Canada (NSERC) and Ontario Centres of Excellence (OCE) in partnership with GHD. Moreover, the authors would like to thank the Companhia Hidro-Elétrica do São Francisco (CHESF), and in particular Mr. Alberto Cavalcanti and Mrs. Patricia Neves, for all the help and data provided throughout the project.

References

ASTM. 2018. Standard method for determination of length change of concrete due to alkali-silica reaction. ASTM C1293-18a. West Conshohocken, PA: ASTM.
Bompa, D. V., and T. Onet. 2010. “Identification of concrete damaged plasticity constitutive parameters.” In Proc., The National Technical Scientific Conf.—Modern Technologies for the 3rd Millennium. Oradea, Romenia: Univ. of Oradea.
Castilho, E. M., N. S. Leitão, and C. Tiago. 2015. “Thermal analysis of concrete dam during construction phase.” In Proc., 2nd International Dam World Conf. Lisbon, Portugal: Laboratório Nacional de Engenharia Civil.
Cavalcanti, A. J. C. T., M. A. C. Juliani, L. Becocci, and R. Carrazedo. 2006. “Avaliação dos Efeitos da Reação Álkali-Agregado no Vertedouro da Usina de Paulo Afonso IV.” In II Simpósio sobre Reação Álkali-Agregado em Estruturas de Concreto–RAA 2006–IBRACOM. Rio de Janeiro, Brazil: Instituto Brasileiro do Concreto.
Charlwood, R. 1994. “A review of alkali aggregate in hydro-electric plants and dams.” Int. J. Hydropower Dams 5: 31–62.
Cheng, H. T., B. S. Mohammed, and K. N. Mustapha. 2015. “Experimental and analytical analysis of pretensioned inverted T-beam with circular web openings.” Int. J. Mech. Mater. Des. 5 (2): 203–215. https://doi.org/10.1007/s10999-009-9096-4.
Collins, M. P., and D. Mitchell. 1997. Vol. 1 of Prestressed concrete structures. Toronto, Canada: Response Publications.
Comi, C., B. Kirchmayr, and R. Pignatelli. 2012. “Two-phase damage modeling of concrete affected by alkali–silica reaction under variable temperature and humidity conditions.” Int. J. Solids Struct. 49 (23–24): 3367–3380. https://doi.org/10.1016/j.ijsolstr.2012.07.015.
Esposito, R. 2016. Vol. 1 of The deterioration impact of alkali-silica reaction on concrete. Parma, Italy: Ipskamp Drukkers.
Fournier, B., and A. Bérubé. 2000. “Alkali-aggregate reaction in concrete: A review of basic concepts and engineering implications.” Can. J. Civ. Eng. 27 (2): 167–191. https://doi.org/10.1139/l99-072.
Gautam, B. P., D. K. Panesar, S. A. Sheikh, and F. J. Vecchio. 2017. “Multiaxial expansion-stress relationship for alkali silica reaction-affected concrete.” ACI Mater. J. 114 (1): 171–184. https://doi.org/10.14359/51689490.
Gocevski, V., and E. Yildiz. 2017. “Macro-modelling of AAR-affected hydraulic structures.” In DSC–Dam swelling concrete. Chambéry, France: Wiley.
Gorga, R. V. 2018. “Engineering-based FE approach to appraise slender structures affected by alkali-aggregate reaction.” M.A.Sc. thesis, Dept. of Civil Engineering, Univ. of Ottawa.
Gorga, R. V., L. F. M. Sanchez, and B. Martín-Pérez. 2018. “FE approach to perform the condition assessment of a concrete overpass damaged by ASR after 50 years in service.” Eng. Struct. 177 (Dec): 133–146. https://doi.org/10.1016/j.engstruct.2018.09.043.
Goshayeshi, N. 2019. “Contribution to the development of analytical models to forecast alkali-aggregate reaction (AAR) kinetics and induced expansion.” MA.Sc. thesis, Dept. of Civil Engineering, Univ. of Ottawa.
Grattan-Bellew, P., and A. Danay. 1992. “Comparison of laboratory and field evaluation of AAR in large dams.” In Proc., Int. Conf. on Concrete AAR in Hydroeletric Plants and Dams. Frederickton, Canada: Canadian Electrical Association & Canadian National Committee of the International Commission on Large Dams.
Grimal, E., A. Sellier, Y. Le Pape, and E. Bourdarot. 2008a. “Creep, shrinkage, and anisotropic damage in alkali-aggregate reaction swelling mechanism—Part I: A constitutive model.” ACI Mater. J. 105 (3): 227–235.
Horswill, P., H. N. Snowden, and R. C. Weeks. 1994. “Val de la Mare Dam, Jersey: Instrumentation, monitoring and stability analysis of an ASR damaged dam.” In Proc., 8th Conf. of the British Dam Society. London: Thomas Telford Services.
Lawrence, A. M. 2009. “A finite element model for the prediction of thermal stresses in mass concrete.” Ph.D. thesis, Dept. of Civil Engineering, Univ. of Florida.
Léger, P., P. Côté, and R. Tinawi. 1996. “Finite element analysis of concrete swelling due to alkali-aggregate reactions in dams.” Comput. Struct. 60 (4): 601–611. https://doi.org/10.1016/0045-7949(95)00440-8.
Lindgård, A. J., M. D. A. Thomas, E. J. Sellevold, B. Pedersen, Ö. Andiç-Çakır, H. Justnes, and T. F. Rønning. 2013. “Alkali-silica reaction (ASR)-performance testing: Influence of specimen pre-treatment, exposure conditions and prism size on alkali leaching and prism expansion.” Cem. Concr. Res. 53 (Nov): 68–90. https://doi.org/10.1016/j.cemconres.2013.05.017.
Malm, R. 2016. Guideline for FE analyses of concrete dams Energiforsk.
Pan, J., Y. Feng, F. Jin, and C. Zhang. 2013. “Numerical prediction of swelling in concrete arch dams affected by alkali-aggregate reaction.” Eur. J. Environ. Civ. Eng. 17 (4): 231–247. https://doi.org/10.1080/19648189.2013.771112.
Sanchez, L. F. M. 2014. “Contribution to the assessment of damage in aging concrete infrastructures affected by Alkali-aggregate reaction.” Ph.D. thesis, Dept. of Geology and Geological Engineering, Université Laval.
Sanchez, L. F. M., B. Fournier, J. Bastien, D. Mitchell, and M. Noël. 2016. “Overall assessment of an ASR affected overpass ‘Robert-Bourassa/Charest’ after nearly 50 years in service.” In Proc., 8th IABMAS–Int. Conf. on Bridge Maintenance, Safety and Management. Foz do Iguaçu, Brazil: International Conference on Bridge Maintenance, Safety and Management.
Sanchez, L. F. M., B. Fournier, M. Jolin, and J. Duchesne. 2015. “Reliable quantification of AAR damage through assessment of the damage rating index (DRI).” Cem. Concr. Res. 67 (Jan): 74–92. https://doi.org/10.1016/j.cemconres.2014.08.002.
Sanchez, L. F. M., B. Fournier, M. Jolin, D. Mitchell, and J. Bastien. 2017. “Overall assessment of alkali-aggregate reaction (AAR) in concretes presenting different strengths and incorporating a wide range of reactive aggregate types and natures.” Cem. Concr. Res. 93 (Mar): 17–31. https://doi.org/10.1016/j.cemconres.2016.12.001.
Saouma, V., and L. Perotti. 2006. “Constitutive model for alkali-aggregate reactions.” ACI Mater. J. 103 (3): 194–202.
Villeneuve, V., and B. Fournier. 2012. “Determination of the damage in concrete affected by ASR—The damage rating index (DRI).” In Proc., 14th ICAAR–Int. Conf. on Alkali-Aggregate Reaction in Concrete. Austin, TX: International Conference on Alkali-Aggregate Reaction.
Wahalathantri, B. L., D. P. Thambiratnam, T. H. T. Chan, and S. Fawzia. 2011. “A material model for flexural cracks simulation in reinforced concrete elements using ABAQUS. In Proc., 1st Int. Conf. on Engineering, Designing and Developing the Built Environment for Sustainable Wellbeing, 260–264. Brisbane, Australia: Queensland Univ. of Technology.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 34Issue 4August 2020

History

Received: Sep 6, 2019
Accepted: Jan 13, 2020
Published online: May 12, 2020
Published in print: Aug 1, 2020
Discussion open until: Oct 12, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

R. V. Gorga [email protected]
MASc Graduate, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON, Canada K1N 6N5. Email: [email protected]
Assistant Professor, Dept. of Civil Engineering, Univ. of Ottawa, Canada161 Louis-Pasteur (CBY A515), Ottawa, ON, Canada K1N 6N5 (corresponding author). ORCID: https://orcid.org/0000-0002-2449-5111. Email: [email protected]
B. Martín-Pérez [email protected]
Associate Professor, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON, Canada K1N 6N5. Email: [email protected]
P. L. Fecteau [email protected]
Research Professional and Ph.D. Candidate, Dept. of Geological Engineering, Laval Univ., Quebec City, QC, Canada. Email: [email protected]
A. J. C. T. Cavalcanti [email protected]
Civil Engineer, Companhia Hidro Elétrica do São Francisco, Rua Delmiro Gouveia, 333 San Martin, Recife, Pernambuco CEP 50761-901, Brazil. Email: [email protected]
P. N. Silva [email protected]
Civil Engineer, Companhia Hidro Elétrica do São Francisco, Rua Delmiro Gouveia, 333 San Martin, Recife, Pernambuco CEP 50761-901, Brazil. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share