Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Behavior of prestressed concrete composite beams
Observation of quality of bond of prestressed elements for varying degrees of roughness of surface; microscopic observations showed that although there is certain degree of restraint between in-situ and prestressed concrete, extensibility is unaffected; straight line theory is applicable and stress distributions based on this have been plotted to give examples of good and bad types of combined sections.
Behavior of prestressed concrete composite beams
Observation of quality of bond of prestressed elements for varying degrees of roughness of surface; microscopic observations showed that although there is certain degree of restraint between in-situ and prestressed concrete, extensibility is unaffected; straight line theory is applicable and stress distributions based on this have been plotted to give examples of good and bad types of combined sections.
Behavior of prestressed concrete composite beams
Am Concrete Inst -- J
Evans, R.H. (Autor:in) / Parker, A.S. (Autor:in)
1955
18 pages
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Experimental Behavior of Prestressed LVL-Concrete Composite Beams
| Online Contents | 2008
Experimental Behavior of Prestressed LVL-Concrete Composite Beams
| British Library Online Contents | 2008
Flextural behavior of prestressed concrete composite tee-beams
| TIBKAT | 1970