The Structural Engineer > Archive > Volume 33 (1955) > Issues > Issue 4 > A Two-Dimensional Investigation of the End Anchorages of Post -Tensioned Concrete Beams
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A Two-Dimensional Investigation of the End Anchorages of Post -Tensioned Concrete Beams

A TWO dimensional photoelastic investigation has been carried out to explore the distribution of stress in the end block of a rectangular beam posttensioned by two cables with anchorages symmetrically arranged about the centre line of the end section. S. P. Christodoulides