Flexural Crack Width in Partially Prestressed Concrete Beams

by Stephen W. Meier, (A.M.ASCE),
Peter Gergely, (M.ASCE),


Serial Information: Journal of the Structural Division, 1981, Vol. 107, Issue 2, Pg. 429-433


Document Type: Journal Paper

Errata: (See full record)

Abstract: Partially prestressed concrete beams, those which are designed for a limited level of tensile stress, have several advantages over their fully prestressed counterparts — there is a better control of camber, a savings in prestressing steel and end anchorages, and a more economical utilization of mild steel. Partially prestressed concrete beams do, however, have several disadvantages: 1) Reduction in the ultimate strength; 2) increased deflection under overload conditions; and 3) cracking. This note is based on a recent study of flexural cracking in partially prestressed concrete beams which include the examination of all available experimental data.

Subject Headings: Concrete beams | Prestressing | Prestressed concrete | Cracking | Ultimate strength | Steel beams | Flexural strength | Tension members

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