Flexural instability of unbonded prestressed concrete structures

G. I.N. Rozvany, D. W.S. Ho

Research output: Contribution to journalArticle

Abstract

At flexural cracking, the load capacity of unbonded concrete structures decreases suddenly if the prestressing force is smaller than a certain critical value. Critical prestress values are derived from theoretical considerations for T, I and box sections and experimental verification of the results is given.

Original languageEnglish
Pages (from-to)211-217
Number of pages7
JournalBuilding Science
Volume9
Issue number3
DOIs
Publication statusPublished - Sep 1974

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ASJC Scopus subject areas

  • Engineering(all)

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