Tensile Behavior of Ultra High Performance Hybrid Fiber Reinforced Cement-Based Composites

H. Mihashi, S. Kwon, T. Kikuta, T. Nishiwaki (2013). "Tensile Behavior of Ultra High Performance Hybrid Fiber Reinforced Cement-Based Composites." In Proceedings of FraMCoS 8, Toledo, Spain.

H. Mihashi, S. Kwon, T. Kikuta, T. Nishiwaki. "Tensile Behavior of Ultra High Performance Hybrid Fiber Reinforced Cement-Based Composites." Paper presented at FraMCoS 8, Toledo, Spain, 2013.

H. Mihashi, S. Kwon, T. Kikuta, T. Nishiwaki, "Tensile Behavior of Ultra High Performance Hybrid Fiber Reinforced Cement-Based Composites," in Proc. FraMCoS 8, Toledo, Spain, 2013.

@inproceedings{h-mihashi2013,
  title     = {Tensile Behavior of Ultra High Performance Hybrid Fiber Reinforced Cement-Based Composites},
  author    = {H. Mihashi, S. Kwon, T. Kikuta, T. Nishiwaki},
  year      = {2013},
  booktitle = {Proceedings of FraMCoS 8},
  address   = {Toledo, Spain},
}

TY  - CPAPER
TI  - Tensile Behavior of Ultra High Performance Hybrid Fiber Reinforced Cement-Based Composites
AU  - H. Mihashi
AU  - S. Kwon
AU  - T. Kikuta
AU  - T. Nishiwaki
PY  - 2013
T2  - Proceedings of FraMCoS 8
CY  - Toledo, Spain
UR  - https://framcos.org/wp-content/uploads/framcos-papers/FraMCoS-8_Tensile_Behavior_of_Ultra_High_Performance_Hybrid_Fiber_Reinforced_Cement-Based_.pdf
AB  - In this paper, a material design concept based on Hybrid Fiber Reinforced Cement-based Composites (HFRCC) is applied to Ultra High Performance Concrete (UHPC) so that a multi-level- reinforcement system for cracking will enhance the peak stress after crack initiation (i.e. tensile strength) and tensile strain capacity (i.e. strain at the peak stress, or ductility). UHP-HFRCC is created by means of the multi-level-reinforcement system, in which micro-fibers and macro-fibers are blended and work together for preventing crack extension in UHPC. The aim of this research is to investigate the effect of blending two different fibers in UHP-HFRCC on tensile strength and…
ER  -