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fiber-reinforced con-
crete was 1 MPa higher that ordinary concrete averagely when cementitious material
reached 430 kg. Discreteness of experimental data is large and regularity is poor (it
described in detail in the article of Appendix A:
The experimental result was that
flexural strength of steel
problems and misunderstanding on
study and application of fiber reinforced concrete currently in China
), but the
concrete can basically meet the requirements of construction. As we held great
enthusiasm about applying the new technology of steel
fiber in airport engineering,
construction experiments were conducted at once. During construction, lot of dif-
fiber tip emitting
concrete surface, and the experimental engineering had been accomplished wholly.
Going through suf
ficulties were overcome, such as mixing,
fiber clustering, and
cient discussion on experimental results, all
technicians
basically held a negative attitude on application of steel
fiber. Main conclusions are
in three aspects:
improvement on
flexural strength is not signi
cant;
it is
different for construction;
and engineering costs are basically doubled.
The results reminded me of experiment of applying shot steel
fiber-reinforced
concrete in slope supporting, which was conducted by Third Of
ce of Chinese
Railway First Group in Qinghuangdao section of Jin-Qin Railway in 1986. It
directly in
fiber in Chinese military and
civil airport engineering. When someone proposed to do the same experiment
again, it would be opposed by engineers who join in the previous experiment,
certainly including me.
The third experiment was conducted at the end of 2003 at a military airport in
Ningbo. As for unsatisfactory effect of steel
uenced adoption and application of steel
ber was recommended
by someone. Five engineers, including the author, Han Ming-cang, Xu Zhong-huai,
etc., had undertook the task due to tribute and enthusiasm to new material and new
technology. The experiment had lasted for a year from beginning to end. It is
recognized by academia that main effect of polyester
fiber, polyester
fiber is avoiding plastic
shrinkage crack from happening [ 2 ], so we were eager to get this result. However,
experimental result showed that polyester
fiber rarely had practical effect, which
made us feel rather disappointed.
The author and Han Ming-cang summarized the several experimental results and
wrote an article named
problems and misunderstanding on study and application of
fiber reinforced concrete currently in China.
It was published on vol. 8 of Concrete,
a magazine mainly edited by Mr. Liu Ji-liang who was prestigious in China con-
crete scienti
c and technological circles.
ection of the article was unexpected. More than ten discussional and
deliberate telephones were received by the author, including professors, engineering
technicians at construction
Re
fiber manufactured enterprise.
Several controversial articles were also published at the same year on Concrete.
In short, there is little argument on experimental result of steel
field, and bosses of
fiber while for
polyester
fiber. A professor from Inner Mongolian University of Technology (his
name remained unknown until now) was quite agitated because his result of
experimental on polyester
fiber was opposite to us. A letter to the author wrote by
Professor Qin Wei-zu of Tsinghua University was published on Concrete in
December of 2004. In the letter, he shared his viewpoint about adoption of
ber
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