On the Analytical Solution of Pullout Phenomena in Textile Reinforced Concrete

[+] Author and Article Information
B. Zastrau

TU Dresden, Department of Civil Engineering, Chair of Mechanics, 01062 Dresden, Germanye-mail: Bernd.W.Zastrau@mailbox.tu-dresden.de

M. Richter, I. Lepenies

Institut for Mechanics and Applied Informatics, Technische Universität Dresden, Germany

J. Eng. Mater. Technol 125(1), 38-43 (Dec 31, 2002) (6 pages) doi:10.1115/1.1526125 History: Received November 28, 2001; Revised June 05, 2002; Online December 31, 2002
Copyright © 2003 by ASME
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Sample of a textile reinforcement material
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Compilation of common modes of partial failure
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Force-displacement curves of a tensile specimen with different volume fractions of fibers
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Two typical types of cross sections of rovings with emphasized boundaries
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Assumed distribution of material properties and subdivision of the pullout specimen
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Mechanical model for pullout
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Common shear stress-slip relations
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Approach based on triple linear shear stress-slip relation: (a) mechanical model, (b) shear stress-slip relation, and (c) shear stress distribution
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Pullout force-displacement curve of a long fiber from a matrix using a triple linear approximation
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Experimentally and analytically determined pullout-distributions for a single filament: (a) shear stress-slip relation and (b) pullout force-displacement curve.
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Experimentally and analytically determined pullout-distributions for a roving (155 tex) based on the shear stress-slip relation in Fig. 10




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