J
J. Woody Ju
Researcher at University of California, Los Angeles
Publications - 54
Citations - 1066
J. Woody Ju is an academic researcher from University of California, Los Angeles. The author has contributed to research in topics: Ultimate tensile strength & Fiber-reinforced concrete. The author has an hindex of 15, co-authored 47 publications receiving 630 citations. Previous affiliations of J. Woody Ju include Chinese Ministry of Education & Southwest Jiaotong University.
Papers
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Behavior of reinforced concrete and steel fiber reinforced concrete shield TBM tunnel linings exposed to high temperatures
Zhiguo Yan,Hehua Zhu,J. Woody Ju +2 more
TL;DR: In this paper, a comprehensive experimental test results on the behavior of reinforced concrete (RC) and the steel fiber reinforced concrete shield TBM (Tunnel Boring Machine) tunnel lining segments and the lining rings exposed to a HC (Hydrocarbon) curve are presented.
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A multiphase micromechanical model for hybrid fiber reinforced concrete considering the aggregate and ITZ effects
TL;DR: In this article, a multi-phase micromechanical framework is proposed to quantitatively predict the effective properties of hybrid fiber reinforced concrete (HFRC) with the aggregate and interfacial transition zone (ITZ) effects.
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Full-scale fire tests of RC metro shield TBM tunnel linings
TL;DR: In this article, the authors investigated fire damage to the actual reinforced concrete metro shield TBM tunnel linings and developed a feasible method to improve the fire safety of existing metro shield metro-shield TBM tunnelling linings.
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A two-dimensional micromechanical damage–healing model on microcrack-induced damage for microcapsule-enabled self-healing cementitious composites under compressive loading
TL;DR: In this paper, a two-dimensional micromechanical damage-healing model of micro-capsule-enabled selfhealing cementitious materials under compressive loading has been proposed.
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A novel multi-scale model for predicting the thermal damage of hybrid fiber-reinforced concrete:
TL;DR: In this article, a multi-scale micromechanical model is proposed to predict the damage degree of hybrid fiber-reinforced concrete under or after high temperatures, and the thermal degradation of hybrid-fiber reinforced concrete is analyzed.