Boundary element method numerical modeling of RC plane stress cracked plate
Abstract
In this paper different methods of distribution solution of RC cracked of the plane stress plates are shown. The differential equation of the cracked plates, using the classical variational method of Lagrange is worked out. The displacements equations with the boundary conditions and compatibility conditions in the crack are obtained. The total differential equations in the class of the two-dimensional general vector functions are shown. In this model the effect of discontinuity general deformation vector is taken into account. As the next the viscoelastic plate model has been derived by the variational method of Gurtin in the space of general function. The numerical results of an approximate method of solutions with boundary element method are shown.
Full Text:
PDFReferences
Borcz, A. - "Podstawy teorii zarysowanych płyt żelbetowych". TNEB, Warszawa, 1963. (in Polish)
Schwartz, L. - "Theorie des distributions". Paris, 1966. (in French)
Minch, M. - Boundary Element Analysis of RC Slabs and Panels. Proceedings of the Twenty-Fourth Midwestern Mechanics Conference, Iowa State University, Iowa USA, ISU-ERI-Ames-95002, Developments in Mechanics, 18. 81-84 (1995).
Brebbia, C. A., Telles, J. and Wróbel, L. - "Boundary element techniques - theory and applications in engineering." Springer Verlag, Berlin - New York, 1984.
Bažant, Z. and Panula, L. - Practical prediction on time-dependent deformations of concrete, Mater. and Struct. Res. and Testing, 11(65), 307-329 (1978).
Dörr, K., and Mehlhorn, G. - Berechnung von Stahlbetonscheiben im Zustand II bei Annahme eines wirklichekeitsnahen Werkstoffverhaltens., Forschungsberichte aus dem Institut für Massivbau der Technischen Hochschule Darmstadt, H.39, (1979). (in German)
Rotasy, F.S. and Keep, B. - "Untersuchung der zeit- und lastabhängigen Schlupfentwicklung von einbetonierten Bewehrungsstählen". Institut für Bausoffe, Massivbau und Brandschutz, TU Braunschweig, 1982. (in German)
Leonhardt, and F., Walther, R. - "Wandartige träger". Deutscher Ausschuss für Stahlbeton, H. 178, Verlag Wilhelm Ernst & Sohn, Berlin, 1966. (in German)
Buykozturk, O. - Nonlinear analysis of reinforced concrete structures., Computers and Structures, 7, 149-156 (1977).
Floegl, H. and Mang, H. A. - On tension stiffening in cracked reinforced concrete slabs and shells considering geometric and physical nonlinearity., Ing-Arch., 51, 215-242 (1981)
Kupfer, H. - Das Verhalten des Betons unter mehrachsiger Kurzzeitbelastung unter besonderer Berücksichtigung der zweiachsigen Beanspruchung, Deutscher Ausschuss für Stahlbeton, 229, 269-274 (1973). (in German)
Link, J. - Eine Formulierung des zweiaxialen Verformungs- und Bruchverhaltens von Beton und deren Anwendung auf die wirklichkeitsnahe Berechnung von Stahlbetonplatten., Deutscher Ausschuss für Stahlbeton, 270, (1976). (in German)
Minch, M. and Trochanowski, A. - The numerical model for reinforced concrete structure., Creep and Coupled Processes, IVth International Symposium, Bialystok, Poland, 173-178
(1992).
Refbacks
- There are currently no refbacks.
Copyright (c) 2015 INTERSECTII / INTERSECTIONS
Indexed