Meso-Scale Analysis Considering Effect of Fiber Inclination in Fiber Reinforced Cementitious Composites

Conference paper
Part of the RILEM Bookseries book series (RILEM, volume 8)

Abstract

This paper introduces meso-scale modeling of fiber reinforced cementitious composites, which can consider the effect of fiber inclination. Fibers and matrix are modeled separately in this model, and each fiber is randomly arranged within the specimen models. The feature of this analytical model is to evaluate fiber resistance by calculating the pullout angle and the pullout displacement of each fiber. In order to investigate the effect of the pullout angle of the fibers on the load carrying capacity, fiber pullout analysis and bending analysis was conducted. It was confirmed that bending tests were more adequately represented by the modeling taking into consideration the pullout angle than by one without considering the pullout angle.

Keywords

Crack Width Voronoi Cell Cementitious Composite Fiber Pullout Strength Reduction Factor 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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Copyright information

© RILEM 2013

Authors and Affiliations

  1. 1.Institute of TechnologyShimizu CorporationTokyoJapan
  2. 2.Dept. of Civil EngineeringNagoya UniversityNagoyaJapan

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