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Titlebook: Advancement of Optical Methods in Experimental Mechanics, Volume 3; Proceedings of the 2 Sanichiro Yoshida,Luciano Lamberti,Cesar Sciammare

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樓主: 弄混
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發(fā)表于 2025-3-28 16:01:06 | 只看該作者
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發(fā)表于 2025-3-28 19:08:28 | 只看該作者
Natalie Hopkinson,Taryn K. Myersnce analysis is from 1/100 to 1/1000 of the grating pitches. This method can analyze two-dimensional phases from a two-dimensional grating image attached on the surface of a specimen. This method can be applied to measure the surface orientation accurately using this feature. In this paper, we propo
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發(fā)表于 2025-3-28 23:25:48 | 只看該作者
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發(fā)表于 2025-3-29 04:41:30 | 只看該作者
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發(fā)表于 2025-3-29 09:31:12 | 只看該作者
https://doi.org/10.1007/978-1-4302-3118-9end, the systematic error in the measured displacement is corrected by using the relation between measured displacement and actual displacement. This relation is obtained by measuring rigid rotation and in-plane translation. The strain distribution with high spatial resolution can be obtained from t
46#
發(fā)表于 2025-3-29 15:08:18 | 只看該作者
Apple Mac Media and File Transferfield deformation response of stainless steel specimen subjected to quasi-static tension at temperatures between 300 and 900?°C is examined using 3D digital image correlation. Band-pass filters along with a blue light source are used in the experimental setup, with images acquired using regular CCD
47#
發(fā)表于 2025-3-29 16:20:43 | 只看該作者
Apple Mac Media and File Transfertion provides the thermal fields that drive the thermomechanical loading and the 3D surface displacement fields, i.e. the response of the studied material. The calibration of the stereo rig is performed by using a 3D target of known geometry and the large gray level variations that occur on the IR i
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發(fā)表于 2025-3-29 23:02:44 | 只看該作者
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發(fā)表于 2025-3-30 03:15:58 | 只看該作者
https://doi.org/10.1007/978-1-4302-3124-0bridges and railroad ties. Increased load-carrying capacity is achieved through transfer of the tensile loading in the reinforcement tendons into compressive stress in the concrete. The distance over which the pre-stress in the tendons is fully transferred to compressive stress in the concrete is kn
50#
發(fā)表于 2025-3-30 06:06:55 | 只看該作者
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