The Study of Flexural Capacity of Cross Section of Carbon Fiber Reinforced Plastic High Toughness Cementitious Composites

DOI

10.2991/ame-16.2016.19How to use a DOI?

Keywords

Carbon Fiber Reinforced Plastic (CFRP) High Toughness Cementitious Composites, Flexural Capacity of Cross Section, Calculation Theory, Our-point Bending Test.

Abstract

According to the constitutive relation built based on the uniaxial tensile and compression tests of ECC, we proposed the calculation theory of flexural capacity of cross section of CFRP-ECC based on plain cross-section assumption. According to the result of four-point bending test, we proved the validity of calculation theory by comparing and analyzing the result of calculation theory and test. The comparison show that result of the calculation theory of flexural capacity of cross section and test agrees well, and the maximum error is under 4%.This research result can provide reference for the structural calculation of non-metallic reinforced high toughness cementitious composites.

Copyright

© 2016, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

Download article (PDF)

TY  - CONF
AU  - Gu-Jian Huang
PY  - 2016/06
DA  - 2016/06
TI  - The Study of Flexural Capacity of Cross Section of Carbon Fiber Reinforced Plastic High Toughness Cementitious Composites
BT  - Proceedings of the 2nd Annual International Conference on Advanced Material Engineering (AME 2016)
PB  - Atlantis Press
SP  - 113
EP  - 119
SN  - 2352-5401
UR  - https://doi.org/10.2991/ame-16.2016.19
DO  - 10.2991/ame-16.2016.19
ID  - Huang2016/06
ER  -