Title:
Flexural Behavior of Carbon Fiber Reinforced Cement Composite
Author(s):
H. Sakai, K. Takahashi, Y. Mitsui, T. Ando, M. Awata, and T. Hoshijima
Publication:
Symposium Paper
Volume:
142
Issue:
Appears on pages(s):
121-140
Keywords:
carbon; composite materials; curtain walls; durability; fatigue (materials); fiber reinforced concretes; fibers; flexural strength; mixers; mixing; vibrators (machinery); Materials Research
DOI:
10.14359/1184
Date:
1/1/1994
Abstract:
Carbon fiber reinforced cement composite (CFRC) has outstanding advantages in its dynamic characteristics and durability. Among other characteristics, it has a flexural strength three to four times higher than that of ordinary concrete. Taking advantage of these characteristics of CFRC in designing curtain walls, the manufacturing of thin, lightweight curtain walls becomes possible. This paper describes experimental studies conducted using CFRC specimens to examine the effects of mixing and placing conditions upon the flexural strength of CFRC, scale effects, and the fatigue of CFRC subject to repetitive loads. Furthermore, based on the results of these experiments, allowable bending stress in designing curtain walls was determined and its authenticity verified by having a full-scale composite panel undergo a wind resistance test. Several examples of CFRC used as curtain walls are also introduced.