Abstract
The lower bound theorem of the theory of plasticity offers a suitable basis for the design and analysis of the reinforced or prestressed concrete structures. Its application requires a safe stress field for the given loading which describes one possible internal action. The objective of the thesis is the development of the necessary fundamentals underlying the computer aided construction of stress fields for reinforced concrete walls.
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© 1990 Springer Basel AG
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Hajdin, R. (1990). Summary. In: Computerunterstützte Berechnung von Stahlbetonscheiben mit Spannungsfeldern. Institut für Baustatik und Konstruktion, vol 175. Birkhäuser, Basel. https://doi.org/10.1007/978-3-0348-5593-8_11
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DOI: https://doi.org/10.1007/978-3-0348-5593-8_11
Publisher Name: Birkhäuser, Basel
Print ISBN: 978-3-7643-2553-4
Online ISBN: 978-3-0348-5593-8
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