Web Reinforcement Effects on Lightweight Concrete Deep beams;”

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Title: Web Reinforcement Effects on Lightweight Concrete Deep beams;”

Author(s): Fung-Kew Kong, Peter J. Robins,

Publication: Journal Proceedings

Volume: 68

Issue: 7

Appears on pages(s): 514-520

Keywords: Building codes, cracking (fracturing), deep beams, deflection, lightweight aggregate concretes, reinforced concrete, research, shear strength, span-depth ratio, structural design, ultimate strength method, web reinforcement

Date: 7/1/1971

Abstract:
Reports tests on 38 simply supported deep beams, with L/D ratio range from 1 to 3 and clear-shear-span/depth ratio x/D from 0.23 to 0.7; effects of 8 types of web reinforcement. Found that ultimate strength formulas suitable for normal weight concrete deep beams not neces sarily applicable to deep beams of lightweight aggregate concretes.