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See:
http://www.meinprof.de/uni/prof/38806
http://www.springerlink.com/content/xjn18u772917x123/
Fakultät Architektur und Bauingenieurwesen
Lehrstuhl Mechanik Statik Dynamik
Technische Universität Dortmund
Selected Publications:
From shellbuckling.com/bibliography:
Section 2: List of mainly books on plates and shells compiled by Hans Obrecht in 2001
W. Wunderlich, H.J. Rensch and H. Obrecht, Analysis of elastic-plastic buckling and imperfection-sensitivity of shells of revolution. In: E. Ramm, Editor, Buckling of shells: Proceedings of a State-of-the-Art ColloquiumUniversity of Stuttgart, Germany, , Springer-Verlag, Berlin (1982), pp. 137–174.
W. Wunderlich (1), Z. Lu (1) and H. Obrecht (2)
(1) Lehrstuhl für Statik, Technische Universität München, Arcisstrasse 21, 80333 München, Germany
(2) Lehrstuhl für Baumechanik-Statik, Universität Dortmund
“Elastic and inelastic buckling of ring-stiffened circular cylindrical shells subjected to external pressure”, in Buckling of shell structures, on land, in the sea, and in the air, edited by J. F. Jullien, Spon Press, 1991, ISBN 1-85166-716-4
Z. Lu, H. Obrecht and W. Wunderlich, Imperfection Sensitivity of Elastic and Elastic- Plastic Torispherical Pressure Vessel Heads, Buckling Strength of Imperfection- Sensitive Shells, Proc. Euromech Colloquium 317, G.D. Galletly (ed.), Liverpool, 21- 23 (1994).
W. Wunderlich, F. Schnabel and H. Obrecht, Tragfähigkeit zusammengesetzter Rotationsschalen im geometrisch und physikalisch nichtlinearen Bereich (Geometrically and physically nonlinear load-carrying behaviour of shells of revolution), Technisch- Wissenschaftliche Mitteilung 86-3, Institut für Konstruktiven Ingenieurbau, Ruhr-Universität Bochum (1986).
W. Wunderlich, H. Obrecht, H. Springer and Z. Lu, A semi-analytical approach to the nonlinear analysis of shells of revolution, Analytical and Computational Models for Shells, Noor, A. K., Belytschko, T. & Simo, J. C., eds., ASME, New York, N. Y., 3, 509-36 (1989).
Hans Obrecht (Division of Engineering and Applied Physics, Harvard University, Cambridge, MA 02138, U.S.A.), “Creep buckling and postbuckling of circular cylindrical shells under axial compression”, International Journal of Solids and Structures, Vol. 13, No. 4, 1977, pp. 337-355, doi:10.1016/0020-7683(77)90018-X
W. Wunderlich, H. Cramer and H. Obrecht (Institut für Konstruktiven Ingenieurbau, Lehrstuhl IV, Ruhr-Universität Bochum, Germany), “Application of ring elements in the nonlinear analysis of shells of revolution under nonaxisymmetric loading”, Computer Methods in Applied Mechanics and Engineering, Vol. 51, Nos. 1-3, September 1985, pp. 259-275, doi:10.1016/0045-7825(85)90036-2
H. Obrecht, W. Goebel and W. Wunderlich, “Nonlinear dynamic analysis of shells of revolution” (Refined dynamical theories of beams, plates and shells and their applications), Proceedings of the 219th Euromech Colloquium, Kassel, Federal Republic of Germany; 23-26 Sept. 1986. pp. 402-419. 1987
Wunderlich, W., Obrecht, H. and Schrödter, V. (Institut für Konstruktiven Ingenieurbau, Ruhr-Universität Bochum, Bochum, W. Germany), “Nonlinear analysis and elastic–plastic load-carrying behaviour of thin-walled spatial beam structures with warping constraints”, International Journal for Numerical Methods in Engineering, Vol. 22: 1986, pp. 671–695. doi: 10.1002/nme.1620220311
Z. Lu, H. Obrecht and W. Wunderlich
Lehrstuhl für Baumechanik-Statik, Universitat Dortmund, Germany
Lehrstuhl für Statik, Technische Universitat München, Germany
“Imperfection sensitivity of elastic and elastic-plastic torispherical pressure vessel heads”, Thin-Walled Structures, Vol. 23, Nos. 1-4, 1995, pp. 21-39, Special Issue: Buckling Strength of Imperfection-sensitive Shells, doi:10.1016/0263-8231(95)94359-2
H. Obrecht, B. Rosenthal, P. Fuchs (Baumechanik-Statik, Universitaet Dortmund, D-44221 Dortmund, Germany), “Buckling And Imperfection-Sensitivity Of Axially Compressed Cylindrical Shells With Compliant Cores”, (no date or publisher given, latest reference is 200l, fluid.ippt.gov.pl)
H. Obrecht, B. Rosenthal, P. Fuchs, S. Lange and C. Marusczyk (Universität Dortmund, Germany), “Buckling, postbuckling and imperfection-sensitivity: Old questions and some new answers”, Computational Mechanics, Vol. 37, No. 6, 2006, pp. 498-506, doi: 10.1007/s00466-005-0732-z
H. Obrecht, P. Fuchs, U. Reinicke, B. Rosenthal and M. Walkowiak (Lehrstuhl für Baumechanik-Statik, Technische Universität Dortmund, August-Schmidt-Strasse 6, D-44221 Dortmund, Germany), “Influence of wall constructions on the load-carrying capability of light-weight structures” (Dedicated to Professor Choon Fong Shih, President of the National University of Singapore on the occasion of this 60th birthday.), International Journal of Solids and Structures, Vol. 45, No. 6, March 2008, pp. 1513-1535,
doi:10.1016/j.ijsolstr.2007.10.017
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