Time-Dependent Characteristics of Prestressed Wood Beams.

Abstract

To evaluate the change in prestressing force due to time-strain characteristics of the wood, matched pairs of prestressed beams and nonprestressed control beams were loaded for eight years. Beams were loaded to net stress levels of 1,600 and 2,500 p.s.i. (pounds per square inch). The time-deflection performance of the matched pairs was consistently similar and there was no significant loss in the prestressing force. These data indicate that prestressed beams should give adequate performance in structures. (Author)

Document Details

Document Type
Technical Report
Publication Date
Jan 01, 1974
Accession Number
AD0777821

Entities

People

  • Billy Bohannan

Organizations

  • Forest Products Laboratory

Tags

DTIC Thesaurus Topics

  • Deflection
  • Prestressing
  • Stresses

Readers

  • Mathematics or Statistics
  • Pavement Materials Engineering.