TY - CHAP
T1 - Long-Term Experimental Campaign on RC Shrinkage Cracking
T2 - Conceptualization, Planning and Experimental Procedures
AU - Gomes, José
AU - Granja, José
AU - Sousa, Carlos
AU - Ferreira, Cláudio
AU - Schlicke, Dirk
AU - Faria, Rui
AU - Azenha, Miguel
N1 - Funding Information:
Acknowledgements Funding provided by the Portuguese Foundation for Science and Technology (FCT) to the Research Project IntegraCrete (PTDC/ECM-EST/1056/2014 POCI-01–0145-FEDER-016841) and to the PhD Grant SFRH/BD/148558/2019 is acknowledged. This work was also financially supported by UIDB/04029/2020—ISISE and by UIDB/04708/2020—CONSTRUCT, funded by national funds through the FCTMCTES (PIDDAC). The authors also acknowledge the contribution of Ali Edalat-Behbahani, Amin Abrishambaf, António Matos, César Gonçalves, Fernando Pokke, José Ferreira, Marco Jorge, Meera Ramesh, Ricardo Cruz, Sérgio Soares and Sónia Soares during the casting of the experimental campaign.
Publisher Copyright:
© 2021, RILEM.
PY - 2021
Y1 - 2021
N2 - Numerical and analytical simulation of cracking in reinforced concrete (RC) structures requires laboratory testing for validation of assumptions and calibration of modelling strategies. The scale, complexity and innovation of these experiments can present a challenge, even for experienced professionals, and a significant amount of time, effort and money might be inadequately invested on unsuitable test setups, or poorly planned experimental campaigns. This paper deals with the lessons learned from a complex long-term experimental campaign on RC slabs subjected to flexural cracking and restrained shrinkage. It intends to serve as a steppingstone for future works of the same nature. The final version of the restraining device is described and decisions on tested specimens, test conditions, sensing and material characterization are explained based on the available resources. The most relevant tasks during preparation of the long-term experimental campaign are described in detail. Finally, the hard-ships and problems faced during implementation of the experimental program, and the way they were overcome, are addressed. The application of concepts in line with Building Information Modelling (BIM) methodologies, such as object-oriented modelling and process maps, for design of the test setup and task scheduling, was of crucial importance for the success of the experimental campaign.
AB - Numerical and analytical simulation of cracking in reinforced concrete (RC) structures requires laboratory testing for validation of assumptions and calibration of modelling strategies. The scale, complexity and innovation of these experiments can present a challenge, even for experienced professionals, and a significant amount of time, effort and money might be inadequately invested on unsuitable test setups, or poorly planned experimental campaigns. This paper deals with the lessons learned from a complex long-term experimental campaign on RC slabs subjected to flexural cracking and restrained shrinkage. It intends to serve as a steppingstone for future works of the same nature. The final version of the restraining device is described and decisions on tested specimens, test conditions, sensing and material characterization are explained based on the available resources. The most relevant tasks during preparation of the long-term experimental campaign are described in detail. Finally, the hard-ships and problems faced during implementation of the experimental program, and the way they were overcome, are addressed. The application of concepts in line with Building Information Modelling (BIM) methodologies, such as object-oriented modelling and process maps, for design of the test setup and task scheduling, was of crucial importance for the success of the experimental campaign.
KW - BIM
KW - Experimental testing
KW - Reinforced concrete slabs
KW - Restrained shrinkage
KW - Service life behaviour
UR - http://www.scopus.com/inward/record.url?scp=85106432252&partnerID=8YFLogxK
U2 - 10.1007/978-3-030-72921-9_12
DO - 10.1007/978-3-030-72921-9_12
M3 - Chapter
AN - SCOPUS:85106432252
T3 - RILEM Bookseries
SP - 141
EP - 153
BT - RILEM Bookseries
PB - Springer Science and Business Media B.V.
ER -