Innovative Mechanical Device for the Post-Tensioning of Glass Fiber Reinforced Polymer Bars for Masonry Type Retrofit Applications
Abstract
A mechanical device specially designed for the application of low-level post-tensioning forces to glass fiber reinforced polymer (GFRP) bars has been developed at the University of Missouri-Rolla. Some of the advantageous features of this device are that it is simple to assemble and the low-level post-tensioning forces can be applied manually and safely without the need for hydraulic jacks or heavy equipment. This device has been conceived with the main objective of retrofitting masonry buildings, some of which remain in service despite large, open cracks leading to considerable instability and serviceability concerns. According to the method derived in this paper, GFRP bars are installed in artificially imposed grooves and then post-tensioned with low-level stresses with the main objective to partially close these cracks, such that the serviceability and in-plane capacity of un-reinforced masonry (URM) buildings may be regained. In this paper we describe the mechanical components of this device, along with its advantageous features and potential application for the retrofit of URM walls.
Recommended Citation
P. Yu et al., "Innovative Mechanical Device for the Post-Tensioning of Glass Fiber Reinforced Polymer Bars for Masonry Type Retrofit Applications," Experimental Mechanics, Springer Verlag, Jun 2004.
The definitive version is available at https://doi.org/10.1007/BF02427893
Department(s)
Civil, Architectural and Environmental Engineering
Sponsor(s)
National Science Foundation (U.S.)
Keywords and Phrases
Anchorage; GFRP Bars; Masonry Wall; Post Tensioning; Prestressing; Thermoplastics
International Standard Serial Number (ISSN)
0014-4851
Document Type
Article - Journal
Document Version
Citation
File Type
text
Language(s)
English
Rights
© 2004 Springer Verlag, All rights reserved.
Publication Date
01 Jun 2004