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Title: Neoprene Capping for Static Modulus of Elasticity Testing

Author(s): L. K. Crouch and John B. Pearson

Publication: Materials Journal

Volume: 92

Issue: 6

Appears on pages(s): 643-648

Keywords: capping (of concrete test specimens); compressive strength; concretes; cylinders; modulus of elasticity; neoprene; quality control; sulfur.

DOI: 10.14359/9784

Date: 11/1/1995

Abstract:
Concrete cylinders tested in compression often have irregularities on one or both ends. Therefore, some type of end preparation is necessary. This paper compares the static modulus of elasticity data of 24 pairs of cylinders capped with neoprene pads in steel end caps to an equal number of pairs of cylinders capped with traditional sulfur mortar: The cylinders tested were at design strength levels of 2000, 4000, and 6000 psi. Several modulus prediction equations were also examined. Neoprene capping had similar results to sul$ur capping in regard to modulus of elasticity, and no practical significance is thought to exist.


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