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Experimental Study on Tertiary Creep Behavior of Soils in Ring-shear Tests and Its Implication for the Failure-time Forecast of Landslides / 地すべりの崩壊時刻予測に向けたリングせん断試験における土の三次クリープ変形に関する実験研究CHANG, Chengrui 23 March 2022 (has links)
京都大学 / 新制・課程博士 / 博士(理学) / 甲第23711号 / 理博第4801号 / 新制||理||1688(附属図書館) / 京都大学大学院理学研究科地球惑星科学専攻 / (主査)教授 王 功輝, 教授 釜井 俊孝, 教授 久家 慶子 / 学位規則第4条第1項該当 / Doctor of Science / Kyoto University / DGAM
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Two-Dimensional Investigation of Void Growth and Coalescence during DeformationLi, Jing 10 1900 (has links)
<p>Void growth and coalescence in a single layer model material with holes were visualized by the environmental electron scanning microscope coupled with in situ tensile test. Single sheet model materials were manufactured with a line of laser drilled holes through thickness. In order to investigate the effect of shear localization, the line of holes were oriented with the misorientation angle <em>θ </em>= 0°, 15°, 30°, and 45°. The α-brass samples were studied to introduce the work hardening effect in comparison with the pure copper samples.</p> <p>By taking images at intervals with small strain increments, the void growth behaviors were visualized during the interrupted tensile testing. The void coalescence (defined consistent with Hosokawa et al (2011), as the point at which the voids stopped shrinking laterally) was successfully captured for the first time in the two dimensional studies. The evolutions of void shape change and void rotation during deformation were also studied quantitatively. The results showed that the higher work hardening behaviors can suppress the void coalescence. It also showed that the effect of local volume fraction dominated the coalescence event rather than the void spacing and shear localization. A comparison of the classic models with the experimental results were also made.</p> / Master of Science in Materials Science and Engineering (MSMSE)
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