CONTRIBUTION TO THE ANALYSIS OF STRESSES IN PRESTRESSED CONCRETE BEAMS

A CURRENT PRACTICE IN THE ANALYSIS OF STRESSES IN PRESTRESSED CONCRETE BEAMS IS TO MAKE APPROXIMATE CALCULATIONS OF THE STRESSES BASED ON THE ASSUMPTION THAT A CRACKED BEAM IS A HOMOGENEOUS CROSS-SECTION. AN ATTEMPT IS MADE TO INVESTIGATE HOW FAR THIS ASSUMPTION CAN BE ACCEPTED IF SERIOUS ERRORS ARE TO BE AVOIDED. /TRRL/

• Authors:
  • Klatsmany, T
  • Tasi, G
• Publication Date: 1970

Language

• English

Media Info

• Features: Figures; References;
• Pagination: p. 311-25
• Serial:
  • Periodica Polytech, Civ Engr /Hun/
  • Volume: 14
  • Issue Number: 4

Subject/Index Terms

• TRT Terms: Accuracy; Beams; Fracture mechanics; Homogeneity; Prestressed concrete; Prestressing; Stresses; Theory
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00210188
• Record Type: Publication
• Source Agency: Transport and Road Research Laboratory (TRRL)
• Files: TRIS
• Created Date: Apr 8 1973 12:00AM