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Bond Behaviour and Crack Width Prediction in Non-metallic Textile-Reinforced Concrete Members

  • 2024
  • OriginalPaper
  • Chapter
Published in:
Authors
Christopher Schmidt
Martin Classen
Josef Hegger
Published in
Transforming Construction: Advances in Fiber Reinforced Concrete
Publisher
Springer Nature Switzerland

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Abstract

The chapter delves into the complexities of bond behavior and crack width prediction in non-metallic textile-reinforced concrete members. It introduces the concept of force transfer along the transfer length and the influence of factors such as waviness, cross-sectional geometry, and contact pressure on bond behavior. The experimental program involves pull-out tests and uniaxial tensile tests to derive bond stress-slip relations and predict crack widths under cyclic loading. The results highlight the significance of individual parameter determination for different non-metallic grids and the impact of cyclic loading on crack width prediction. The chapter concludes with a summary of the findings and their implications for improving the structural performance of reinforced concrete members.
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previous chapter Experimental Characterization of Bond-Slip Behavior of Carbon Fiber-Reinforced Polymer (CFRP) Strip Embedded in High-Strength Strain-Hardening Cementitious Composites (SHCC) Under Direct Tension
next chapter Properties of Novel Basalt Fibre Composite Bars for Reinforcement in Concrete Structures
Title
Bond Behaviour and Crack Width Prediction in Non-metallic Textile-Reinforced Concrete Members
Authors
Christopher Schmidt
Martin Classen
Josef Hegger
Copyright Year
2024
Book
Transforming Construction: Advances in Fiber Reinforced Concrete

Print ISBN: 978-3-031-70144-3

Electronic ISBN: 978-3-031-70145-0

Copyright Year: 2024

DOI
https://doi.org/10.1007/978-3-031-70145-0_77
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