Concrete confined with carbon or glass fiber is strong and ductile. However, the final failure of composite confined concrete under uniaxial loading is sudden and can be very explosive. Under cyclic loading, failure can occur at stresses lower than the monotonic strength of the confined concrete. Since failure occurs without warning, it is important to be able to predict the number of cycles which will cause failure at a given load level. This paper presents the results of a pilot experimental effort to determine and model the behavior of composite confined concrete under cyclic loading.
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Kazan Natl Res Tech Univ, 10 K Marks Str, Kazan 420111, Russia
Kazan Fed Univ, 18 Kremlyovskaya Str, Kazan 420008, RussiaKazan Natl Res Tech Univ, 10 K Marks Str, Kazan 420111, Russia
Paimushin, V. N.
Kayumov, R. A.
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Kazan Natl Res Tech Univ, 10 K Marks Str, Kazan 420111, Russia
Kazan State Univ Architecture & Engn, 1 Zelenaya Str, Kazan 420043, RussiaKazan Natl Res Tech Univ, 10 K Marks Str, Kazan 420111, Russia
Kayumov, R. A.
Kholmogorov, S. A.
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Kazan Natl Res Tech Univ, 10 K Marks Str, Kazan 420111, RussiaKazan Natl Res Tech Univ, 10 K Marks Str, Kazan 420111, Russia
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Shahid Beheshti Univ, Abbaspour Coll Engn, Dept Civil & Environm Engn, Tehran, IranIslamic Azad Univ, Sci & Res Branch, Young Researchers Club, Tehran, Iran
Mortazavi, Ali A.
Jalal, Mostafa
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Islamic Azad Univ, Sci & Res Branch, Young Researchers Club, Tehran, Iran
Islamic Azad Univ, Sci & Res Branch, Tehran, IranIslamic Azad Univ, Sci & Res Branch, Young Researchers Club, Tehran, Iran