Fatigue of Plain Concrete under Biaxial Cyclic Loadings

haltingnosyUrban and Civil

Nov 29, 2013 (4 years and 6 months ago)


Fatigue of Plain Concrete under Biaxial Cyclic Loadings

Yupu Song, Professor and doctorate graduate tutor ,Structure Engineering Research
Division, Dalian University of Technology, Dalian 116024 ,China.


Damage investigations show that many concrete structures such as bridges have
emerged fatigue cracks under long cyclic loadings caused by trucks etc. The cracks
have strong effect on the normal use and durability of the structure. Analysis
that unreasonable fatigue strength and unreasonable design rule are main reasons.
Nowadays, because of the limitation of experiment method, structures are wholly
designed by uniaxial stretch fatigue strength or uniaxial compression fatigue strength

under equal
amplitude loading no mater what the cases are. Practice proved that the
result is conservative or dangerous. Last year we did some experiments on uniaxial
tensile strength and uniaxial compression strength of plain concrete under
de cyclic loading in our laboratory. As for the experiment on biaxial
compression strength or biaxial compression strength of plain concrete,
nobody has done it in our country. In other countries, some scholars have done only a
few experiments on b
iaxial compression strength under equal
amplitude or
amplitude loading since 1980’s. But the experiments and analysis on biaxial
compression strength haven’t been done yet until now.

Though we can’t safely draw a conclusion about the tens
ile fatigue strength of plain
concrete under biaxial cyclic stretch
compression loadings. We can judge that it is less
than that under uniaxial cyclic tension
compression loading generally by the test
results under biaxial static stretch
compression loadin
g. We will do some experiments
on biaxial stretch
compression fatigue strength of some standardized specimens of
plain concrete under cyclic equal
amplitude and variable
amplitude loadings so that
we can find out the regularity of the stretch strength and
compression strength.
Analysis proved that Miner’s Rule isn’t wholly suitable to the fatigue crack of
concrete material. So we will have to establish a more suitable fatigue crack model in
order to put forward a more suitable fatigue crack rule.