A review of the world experience in full-scale testing of existing reinforced concrete structures
https://doi.org/10.22227/1997-0935.2024.9.1505-1520
Abstract
Introduction. Domestic and foreign experience of full-scale tests is analyzed. The retrospective of development of standards for conducting full-scale tests in Russia and the USSR is presented. The review of the world regulatory documents regarding the requirements for conducting full-scale tests of structures is carried out, which showed insufficient research of this question both in our country and abroad. The obtained review can be the basis for the development of the national standard of the Russian Federation for conducting full-scale tests.
Materials and methods. Analytical review.
Results. The state of the issue and the application of stress tests (full-scale tests) in our country, as well as in Germany, the USA, Italy, Canada, Australia, Switzerland and other countries are shown. The minimum requirements for the target test load during testing, the loading mode and acceptance criteria for the experimental assessment of the load-bearing capacity of existing load-bearing structures specified in various standards are given. Specialized criteria for the acceptance of load-bearing structures, such as the permanency ratio and deviation from linearity index, mentioned in individual standards, are analyzed.
Conclusions. The similarity of common approaches and the lack of unified requirements for conducting this type of research and evaluating their results are noted. The necessity to develop a national standard of the Russian Federation for full-scale tests of erected reinforced concrete structures is considered.
About the Authors
O. V. Kabantsev
Moscow State University of Civil Engineering (National Research University) (MGSU)
Russian Federation
Russian Federation
Oleg V. Kabantsev — Doctor of Technical Sciences, Associate Professor, Professor of the Department of Reinforced Concrete and Stone Structures
26 Yaroslavskoe shosse, Moscow, 129337
RSCI AuthorID: 659725, Scopus: 15055871000, ResearcherID: T-3937-2017
A. E. Lapshinov
Moscow State University of Civil Engineering (National Research University) (MGSU)
Russian Federation
Russian Federation
Andrey E. Lapshinov — Candidate of Technical Sciences, Senior Lecturer of the Department of Reinforced Concrete and Stone Structures, Head of the Laboratory for Surveying Buildings and Structures
26 Yaroslavskoe shosse, Moscow, 129337
RSCI AuthorID: 900733, Scopus: 57204882288, ResearcherID: AFN-5244-2022
References
1. Bolle G., Schacht G., Marx S. Geschichtliche Entwicklung und aktuelle Praxis der Probebelastung — Teil 1: Geschichtliche Entwicklung im 19. und Anfang des 20. Jahrhunderts. Bautechnik. 2010; 87(11):700-707. DOI: 10.1002/bate.201010047
2. Bolle G., Schacht G., Marx S. Geschichtliche Entwicklung und aktuelle Praxis der Probebelastung — Teil 2: Entwicklung von Normen und heutige Anwendung. Bautechnik. 2010; 87(12):784-789. DOI: 10.1002/bate.201010052
3. Marx S., Maas H.-G., Schacht G., Koschitzki R., Bolle G. Versuchsgrenzlastindikatoren bei Belastungsversuchen. Abschlussbericht zum Forschungsvorhaben “Zukunft Bau”. 2011.
4. Schacht G. Experimentelle Bewertung der Schubtragsicherheit von Stahlbetonbauteilen: Dissertation. Technische Universität Dresden, Fakultät Bauingenieurwesen, 2014.
5. Marx S., Schacht G., Bolle G. Kapitel 7 – Bewertung der Tragfähigkeit auf Grundlage von Belastungsversuchen. Fingerloos, F.; Schnell, J.; Marx, S. (Hrsg.): Tragwerksplanung im Bestand, Betonkalender. 2015.
6. Opitz H., Quade J. 10 Jahre Richtlinie des DAfStb “Belastungsversuche an Betonbauwerken”. Erfahrungen und Ausblick. 6 Symp.Exp. Untersuchung von Baukonstruktionen, TU Dresden, Schriftenreihe Konstr. Ingenieurbau(kid), Heft 24. 2011; 81-94.
7. Steffens K. Experimentelle Tragsicherheitsbewertung von Bauwerken: Grundlagen und Anwendungsbeispiele. Berlin, Ernst & Sohn, 2002.
8. Marx S., Schacht G., Maas H.-G. Liebold F., Bolle G. Versuchsgrenzlastindikatoren bei Belastungsversuchen II. Abschlussbericht Zukunft Bau. IRB Verlag Fraunhofer, 2013.
9. Czentner G., Fiedler L., Kapphahn G., Steffens K. Deutsches Archäologisches Institut DAI in Rom. Bautechnik. 2010; 87(3):127-132. DOI: 10.1002/bate.201010010
10. Gutermann M., Schröder C. 10 Jahre Belastungsfahrzeug BELFA. Bautechnik. 2011; 88(3):199-204. DOI: 10.1002/bate.201110020
11. Bretschneider N., Fiedler L., Kapphahn G., Slowik V. Technische Möglichkeiten der Probebelastung von Massivbrücken. Bautechnik. 2012; 89(2):102-110. DOI: 10.1002/bate.201100010
12. Spaethe G. Die Beeinflussung der Sicherheit eines Tragwerks durch Probebelastung. Bauingenieur. 1994; 69(12):459-468.
13. Manleitner S., Opitz H., Steffens K. Belastungsversuche an Betonbauwerken — Eine neue Richtlinie des Deutschen Ausschusses für Stahlbeton. Beton- und Stahlbetonbau. 2001; 96(7):488-494. DOI: 10.1002/best.200100580
14. Bolle G. Zur Bewertung des Belastungsgrades biegebeanspruchter Stahlbetonbauteile anhand von Last-Verformungs-Informationen: Dissertation. Bauhaus Universität Weimar, 1999.
15. Mettemeyer M., Serra P., Wuerthele M., Schuster G., Nanni A. Shear Load Testing of Carbon Fiber Reinforced Polymer Strengthened Double Tee Beams in Precast Parking Garage. SP-188: 4th Intl Symposium — Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures. 1999. DOI: 10.14359/5696
16. Casadei P., Parretti R., Nanni A., Heinze T. In Situ Load Testing of Parking Garage Reinforced Concrete Slabs: Comparison between 24 h and Cyclic Load Testing. Practice Periodical on Structural Design and Construction. 2005; 10(1):40-48. DOI: 10.1061/(asce)1084-0680(2005)10:1(40)
17. Bungey J.H., Millard S.G. Testing of Concrete in Structures. 3rd Ed. Blackie Acadamie, 2006.
18. Menzies J.B. Loading testing of concrete building structures. Structural Engineer. 1978; 56(12):347-353.
19. Report of working party on high alumina cement. Structural Engineer. 1976; 54(9):352-361.
20. Lee C.R. Load testing of concrete structures, with particular reference to CP11O and experience in the HAC Investigations. Build. Research, Dok. B507. 1977.
21. Egger G. Statische Belastungsversuche an Gebäudedecken. Schweizer Ingenieur und Architekt. 1998; 116(36):644-647.
22. Casadei P., Deluca A., Serafini R., Agneloni E. Assessment of Concrete Structures through In-Situ Load Testing: An Italian Prospective. The Second FIB International Congress. 2006.
23. Röbert S. Kritische Einschätzung der Probebelastungen an Stahlbetonbiegeträgern nach DIN 1045 § 7 unter besonderer Berücksichtigung der Verformungsberechnung : Dissertation. TU Dresden, 1957.
Review
For citations:
Kabantsev O.V., Lapshinov A.E. A review of the world experience in full-scale testing of existing reinforced concrete structures. Vestnik MGSU. 2024;19(9):1505-1520. (In Russ.) https://doi.org/10.22227/1997-0935.2024.9.1505-1520
Views:
499
Email this article 