Fabric‐Reinforced, Mortar‐Faced, Foam‐Core Sandwich PanelsSource: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 005Author:Robert Nicholls
DOI: 10.1061/(ASCE)0733-9445(1991)117:5(1356)Publisher: American Society of Civil Engineers
Abstract: This paper describes the construction of structural sandwich panels by wrapping reinforcing fabric around a foam board, then dipping it in a mortar slurry and screeding away excess mortar. A design procedure is described for obtaining the relative face, core, and reinforcing thicknesses to satisfy panel structural constraints at minimum material cost and at minimum weight for these faces, which have unequal tensile and compressive stiffnesses. Design is illustrated for a panel bending stiffness constraint. Stiffness/weight and stiffness/material cost ratios have been studied as a function of the amount of mineral wool added as a supplementary reinforcement stiffener. Stiffness/weight ratios are compared to those of pre‐stressed hollow‐core concrete decks. Potential applications include lightweight insulated panels for foundation walls and for walls and roofs of small buildings. Potential advantages include the elimination of concrete footing and foundation‐wall insulation costs as well as the reduction of construction time.
|
Collections
Show full item record
contributor author | Robert Nicholls | |
date accessioned | 2017-05-08T20:54:11Z | |
date available | 2017-05-08T20:54:11Z | |
date copyright | May 1991 | |
date issued | 1991 | |
identifier other | %28asce%290733-9445%281991%29117%3A5%281356%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/31123 | |
description abstract | This paper describes the construction of structural sandwich panels by wrapping reinforcing fabric around a foam board, then dipping it in a mortar slurry and screeding away excess mortar. A design procedure is described for obtaining the relative face, core, and reinforcing thicknesses to satisfy panel structural constraints at minimum material cost and at minimum weight for these faces, which have unequal tensile and compressive stiffnesses. Design is illustrated for a panel bending stiffness constraint. Stiffness/weight and stiffness/material cost ratios have been studied as a function of the amount of mineral wool added as a supplementary reinforcement stiffener. Stiffness/weight ratios are compared to those of pre‐stressed hollow‐core concrete decks. Potential applications include lightweight insulated panels for foundation walls and for walls and roofs of small buildings. Potential advantages include the elimination of concrete footing and foundation‐wall insulation costs as well as the reduction of construction time. | |
publisher | American Society of Civil Engineers | |
title | Fabric‐Reinforced, Mortar‐Faced, Foam‐Core Sandwich Panels | |
type | Journal Paper | |
journal volume | 117 | |
journal issue | 5 | |
journal title | Journal of Structural Engineering | |
identifier doi | 10.1061/(ASCE)0733-9445(1991)117:5(1356) | |
tree | Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 005 | |
contenttype | Fulltext |