Bond Stress Deformation in Pull-Out Masonry Specimens

An experimental investigation to determine bond stress, free-end slip, and relative deformation between a reference plane in the masonry and an originally coplanar point on the steel (slip) is conducted. Stack pull-out specimens constructed of grouted nominal 6-in. concrete or clay masonry units, re...

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Veröffentlicht in:	Journal of structural engineering (New York, N.Y.) N.Y.), 1989-10, Vol.115 (10), p.2588-2602
Hauptverfasser:	Sori, Zorislav, Tulin, Leonard G
Format:	Artikel
Sprache:	eng
Schlagworte:	Applied sciences Buildings. Public works Concretes. Mortars. Grouts Exact sciences and technology Materials Properties and performance tests of mortar and hardened concrete TECHNICAL PAPERS
Online-Zugang:	Volltext
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