TECHNICAL PAPERS
Dec 1, 2001

Adaptive FE Analysis of RC Shells. II: Applications

Publication: Journal of Engineering Mechanics
Volume 127, Issue 12

Abstract

This paper deals with the application of an adaptive calculation scheme to ultimate load analyses of reinforced concrete (RC) plates and shells. The influence of the user-prescribed accuracy on the numerical results, especially on the ultimate load, is investigated. Three examples are considered: (1) a shear wall panel; (2) a circular plate; and (3) an RC cooling tower subjected to dead load and wind load. In addition to adaptive finite element (FE) analyses, single-mesh calculations on the basis of uniformly refined meshes are performed.

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References

1.
Bautechnische Richtlinien. ( 1990). Bautechnik bei Kühltürmen, VGB, Technische Vereinigung der Großkraftwerksbetreiber, Essen, Germany (in German).
2.
Cedolin, L., and Dei Poli, S. (1977). “Finite element studies of shear-critical R/C beams.”J. Engrg. Mech Div., ASCE, 103(3), 395–410.
3.
Dilger, W. ( 1966). “Veränderlichkeit der Biege- und Schubsteifigkeit bei Stahlbetontragwerken und ihr Einfluß auf Schnittkraftverteilung und Traglast bei statisch unbestimmter Lagerung.” Deutscher Ausschuß für Stahlbeton, 179 (in German).
4.
Fédération International de la Précontrainte (CEB-FIP). ( 1990). “Bulletin d'Information.” Model code 1990, Lausanne, Switzerland.
5.
Feenstra, P. ( 1993). “Computational aspects of biaxial stress in reinforced concrete.” PhD thesis, Technical University, Delft, The Netherlands.
6.
Hofstetter, G., and Mang, H. ( 1995). Computational mechanics of reinforced and prestressed concrete structures, Vieweg, Brunswick, Germany.
7.
Huemer, T., Lackner, R., and Mang, H. ( 1999). “Implementation and application of an algorithm for adaptive finite element analysis of concrete plates.” Mechanics of quasi-brittle materials and structures, Z. Bittnar, G. Pijaudier-Cabot, and B. Gérard, eds., Hermes Science Publications, Paris.
8.
Kupfer, H., and Hilsdorf, H. ( 1969). “Behavior of concrete under biaxial stresses.” ACI, 66, 656–666.
9.
Lackner, R., and Mang, H. ( 2000). “Material modelling and computational strategies in the analysis of concrete shells.” Proc., Eur. Congr. on Computational Methods in Appl. Sci. and Engrg., (on CD-ROM).
10.
Lackner, R., and Mang, H. (2001). “Adaptive FE analysis of RC shells. I: Theory.”J. Engrg. Mech., ASCE, 127(12), 1203–1212.
11.
Maier, J., and Thürlimann, B. ( 1985). “Bruchversuche an Stahlbetonscheiben.” Tech. Rep. No. 8003-1, Institut für Baustatik und Konstruktion, Eidgenössische Technische Hochschule Zürich, Zurich (in German).
12.
MARC reference manual, volume B, element library. (1996). MARC Analysis Research Corp., Palo Alto, Calif.
13.
Meschke, G., Huemer, T., and Mang, H. (1999). “Computer-aided retrofitting of a damaged RC cooling tower shell.”J. Struct. Engrg., ASCE, 125(3), 328–337.
14.
Toutlemonde, F., Rossi, P., Boulay, C., Gourraud, C., and Guedon, D. ( 1995). “Dynamic behavior of concrete: Tests of slabs with a shock tube.” Mat. and Struct., Paris, 28, 293–298.

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 127Issue 12December 2001
Pages: 1213 - 1222

History

Received: Jul 28, 2000
Published online: Dec 1, 2001
Published in print: Dec 2001

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Authors

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Res. Asst., Inst. for Strength of Mat., Vienna Univ. of Technol., Karlsplatz 13/202, A-1040 Vienna, Austria. E-mail: roman.lackner@tuwien. ac.at
Prof., Inst. for Strength of Mat., Vienna Univ. of Technol., Karlsplatz 13/202, A-1040 Vienna, Austria. E-mail: [email protected]

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