Behavior of composite beams prestressed with external tendons: Experimental study

Author:

Lorenc Wojciech,Kubica Ernest

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference18 articles.

1. Klaiber FW, Dedic DJ, Dunker KF, Sanders Jr WW. Strengthening of existing single span steel beam and concrete deck bridges. Final Report–part I, ERI Project 1536, ISU-ERI-Ames 83185. Engineering Research Institute, Iowa State University; 1983

2. Lorenc W.. Load carrying capacity of steel–concrete composite beams prestressed with external tendons. Report PRE 17/04. Ph.D. thesis. Institute of Building Engineering, Wrocław University of Technology; 2005 [in Polish]

3. Nonlinear modeling of composite beams prestressed with external tendons;Lorenc;Archives Civil Mech Eng,2004

4. Experimental study on composite beams prestressed with wire cables;Tachibana,1963

5. Stras J.C.. An experimental and analytical study of prestressed composite beams. Thesis presented to Rice University, Houston, Texas, in partial fulfillment of the requirements for the degree of Master of Science. Houston; 1964

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