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Miscellanea Views: 916 Downloads: 657 Vol. 10, No. 38 (2016) October 3, 2016 pp. Pages 319-330

A statistically self-consistent fatigue damage accumulation model including load sequence effects under spectrum loading

Chen Xianmin, Sun Qin, Dui Hongna, Fan Junling

A probabilistic methodology is proposed to evaluate fatigue damage accumulation and fatigue lives of specimens under variable amplitude loading. With probabilistic modifications in the present model, the calculative consistency is achieved…

10.3221/IGF-ESIS.38.42

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Reliability and Life Extension of Components Views: 731 Downloads: 406 Vol. 15, No. 55 (2021) December 28, 2020 pp. 1-19

Analysis of strengthened short deficient rubberized concrete-filled steel tubular columns

Fady Elshazly, Suzan Mustafa, Hesham Fawzy

Concrete-filled steel tubular (CFST) columns are broadly used in many structural systems for their well-known merits. This paper presents a finite element investigation on the structural behaviour of short circular deficient steel tubes…

10.3221/IGF-ESIS.55.01

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Reliability and Life Extension of Components Views: 1,589 Downloads: 651 Vol. 14, No. 52 (2020) March 2, 2020 pp. 211-229

Effect of aggregate type on moisture susceptibility of modified cold recycled mix asphalt: evaluation by mechanical tests and Surface Free Energy method

Hassan Latifi, Nahid Amini

There are deficiencies associated with cold mix asphalts, specifically, cold recycled mix asphalts in comparison with hot mix asphalt or hot recycled mix asphalt such as higher moisture susceptibility. Moisture damage of asphalt mixtures…

10.3221/IGF-ESIS.52.17

Details: Effect of aggregate type on moisture susceptibility of modified cold recycled mix asphalt: evaluation by mechanical tests and Surface Free Energy method PDF Visual Abstract

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A statistically self-consistent fatigue damage accumulation model including load sequence effects under spectrum loading

Analysis of strengthened short deficient rubberized concrete-filled steel tubular columns

Effect of aggregate type on moisture susceptibility of modified cold recycled mix asphalt: evaluation by mechanical tests and Surface Free Energy method