contributor author | Edward G. Kub, II | |
contributor author | Lawrence G. Cartwright | |
contributor author | Irving J. Oppenheim | |
date accessioned | 2017-05-08T21:14:31Z | |
date available | 2017-05-08T21:14:31Z | |
date copyright | February 1993 | |
date issued | 1993 | |
identifier other | %28asce%290887-3828%281993%297%3A1%2860%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/43999 | |
description abstract | The outside lamina of an exterior insulation and finish system is typically applied as a plaster using a polymer and portland cement mix, reinforced by a mesh that is usually a glass fiber product. Observations of leakage and cracking are discussed. Engineers sometimes find a particularly severe cracking failure in which the crack splits the system, including the mesh, fully through its thickness, suggesting that in such cases the mesh is of insufficient strength to distribute tensile strains and control cracking. Elementary stress analysis establishes the conditions under which such full splitting will occur. Pilot tests were performed to measure elastic modulus, rupture stress, shrinkage strain, and mesh strength. For the sample system studied, the measured properties confirm the mesh strength to be inadequate for control of cracking, and predict system performance failure by full splitting. Further analysis demonstrates that the tensile strain field producing such failure can be produced solely by shrinkage of the material. | |
publisher | American Society of Civil Engineers | |
title | Cracking in Exterior Insulation and Finish Systems | |
type | Journal Paper | |
journal volume | 7 | |
journal issue | 1 | |
journal title | Journal of Performance of Constructed Facilities | |
identifier doi | 10.1061/(ASCE)0887-3828(1993)7:1(60) | |
tree | Journal of Performance of Constructed Facilities:;1993:;Volume ( 007 ):;issue: 001 | |
contenttype | Fulltext | |