Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Bond and anchorage characteristics of welded wire fabric in concrete
Study was made in order to enable prediction of load-slip characteristics for standard pullout test; 60 plain wire pullout specimens in which length of embedment, concrete strength and wire diameters were varied, were tested; loaded-end slip is directly proportional to length of embedment and inversely proportional to wire diameter; maximum stress in pull-out wire is proportional to length of embedment and inversely proportional to wire diameter; other conclusions and recommendations.
Bond and anchorage characteristics of welded wire fabric in concrete
Study was made in order to enable prediction of load-slip characteristics for standard pullout test; 60 plain wire pullout specimens in which length of embedment, concrete strength and wire diameters were varied, were tested; loaded-end slip is directly proportional to length of embedment and inversely proportional to wire diameter; maximum stress in pull-out wire is proportional to length of embedment and inversely proportional to wire diameter; other conclusions and recommendations.
Bond and anchorage characteristics of welded wire fabric in concrete
Illinois. Univ -- Dept Theoretical Applied Mechanics -- T and A M Report
Pfeifer, D.W. (Autor:in) / Bianchini, A.C. (Autor:in) / Kesler, C.E. (Autor:in)
1961
28 pages
Report
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Bond and transflexural anchorage behavior of welded wire fabric
TIBKAT | 1960
|Bond Strength of Welded Wire Fabric in Concrete Bridge Decks
Online Contents | 1994
|Bond Strength of Welded Wire Fabric in Concrete Bridge Decks
British Library Online Contents | 1994
|Effects of Epoxy Coating on Anchorage and Development of Welded Wire Fabric
Online Contents | 1995
|