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Mathematical models for fiber adhesion predict pronounced dependencies of contact performance on the geometry and the elastic properties of the fibers.
It is recommended performing pull-out tests from concrete to calibrate numerical models for fiber reinforced concrete and to take into account fibers inclinations in these models.
The majority of existing cyclic stress strain models for fiber reinforced polymer (FRP) confined concrete are applicable only to cases where post-peak strain hardening occurs.
In contrast to current continuum damage models for fiber reinforced composites, softening is defined on laminate-level instead of ply-level.
The commonly used flow models for Fiber Reinforced Polymers (FRPs) often neglect the flow-induced anisotropy of the suspension, but with increasing fiber volume fraction, this plays an important role.
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Constitutive models for fiber-reinforced ceramic-matrix composites (CMCs) are needed to enable implementation of these materials in future engineering systems.
Models for fibers >5 μm long and <0.25 μm in diameter provided the best fit to the data, while fibers 5 10 μm long and <0.25 μm in diameter were associated most strongly with lung cancer mortality.
A model for fiber fracture is proposed based on fiber cross-section analysis.
A three-dimensional nonlinear material model for fiber reinforced polymers is developed.
In the present work, a nonlinear forced vibration model for fiber reinforced composites was developed with varying fiber orientations and laminate sequences.
This paper presents a tension stiffening model for Fiber Reinforced Concrete (FRC) tensile member reinforced by hybrid glass fiber reinforced polymer (GFRP) and steel bars.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com