TY - JOUR
T1 - Mechanisms of fabric reinforcement of cement matrices
T2 - Effect of fabric geometry and yarn properties
AU - Peled, Alva
AU - Bentur, Arnon
PY - 2004/1/1
Y1 - 2004/1/1
N2 - The present paper discusses the mechanisms involve in fabric-cement composites focusing on the effects of fabric geometry and the properties of the yarns. It was found that the geometry of a given fabric could enhance the bonding and enable one to obtain strain hardening behavior from low modulus yarn fabrics, due to the special shape of the yarn induced by the fabric. On the other hand, variations of the geometry in a fabric could drastically reduce the efficiency, resulting in a lower strengthening effect of the yarns in the fabric, relative to single yarns not in a fabric form. Therefore, in cement composites the fabrics can not be viewed simply as a means for holding together continuous yarns to be readily placed in the matrix, as is the case in composites with polymer matrix.
AB - The present paper discusses the mechanisms involve in fabric-cement composites focusing on the effects of fabric geometry and the properties of the yarns. It was found that the geometry of a given fabric could enhance the bonding and enable one to obtain strain hardening behavior from low modulus yarn fabrics, due to the special shape of the yarn induced by the fabric. On the other hand, variations of the geometry in a fabric could drastically reduce the efficiency, resulting in a lower strengthening effect of the yarns in the fabric, relative to single yarns not in a fabric form. Therefore, in cement composites the fabrics can not be viewed simply as a means for holding together continuous yarns to be readily placed in the matrix, as is the case in composites with polymer matrix.
UR - http://www.scopus.com/inward/record.url?scp=3042572684&partnerID=8YFLogxK
U2 - 10.1002/best.200490116
DO - 10.1002/best.200490116
M3 - Article
AN - SCOPUS:3042572684
SN - 0005-9900
VL - 99
SP - 456
EP - 459
JO - Beton- und Stahlbetonbau
JF - Beton- und Stahlbetonbau
IS - 6
ER -