Accession Number : AD0748582
Title : Flexural Strength of Ferro-Cement Panels.
Descriptive Note : Technical rept.,
Corporate Author : NAVAL CIVIL ENGINEERING LAB PORT HUENEME CALIF
Personal Author(s) : Tancreto,J. E. ; Haynes,H. H.
Report Date : AUG 1972
Pagination or Media Count : 38
Abstract : The report studies ferro-cement panels reinforced with plain steel woven wire mesh and subjected to flexural loads to determine the first cracking, visible cracking, and ultimate strength properties. The reinforcement variables were mesh size (which ranged from 2 x 2 to 14 x 14 wires/in.), wire diameter (which ranged from 0.011 to 0.041 inch), and percentage of steel (which ranged from 1 to 3% by area in the direction of principal stress). Control panels of unreinforced mortar and panels reinforced with chicken wire or steel rods were also tested. (Author)
Descriptors : (*REINFORCED CONCRETE, FLEXURAL STRENGTH), PANELS, STEEL, WIRE, REINFORCING MATERIALS, FRACTURE(MECHANICS), COMPOSITE MATERIALS
Subject Categories : Laminates and Composite Materials
Construction Equipment, Materials & Supplies
Distribution Statement : APPROVED FOR PUBLIC RELEASE