Application of Digital Image Correlation Method to Strain Measurement of Mortar Specimen under Uniaxial Compression
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- SAGAWA Yasutaka
- 九州大学大学院工学研究院
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- ONOUE Kouzou
- 福岡大学工学部
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- UCHINO UCHINO
- 福岡県工業技術センター機械電子研究所
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- MATSUSHITA Hiromichi
- 九州大学大学院工学研究院
Bibliographic Information
- Other Title
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- 一軸圧縮力を受けるモルタル供試体のひずみ計測へのデジタル画像相関法の適用性に関する検討
- 1ジク アッシュクリョク オ ウケル モルタル キョウシタイ ノ ヒズミ ケイソク エノ デジタル ガゾウ ソウカンホウ ノ テキヨウセイ ニ カンスル ケントウ
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Abstract
The applicability of the digital image correlation method (DICM) to the fields of civil engineering and architecture was investigated through analyzing the strain distribution of mortar specimen under uniaxial compression. As a result, it was proved that the strain of mortar specimen under uniaxial compression was well measured by digital image correlation method with the same precision as strain gauges. Digital image correlation method makes it possible to obtain the strain distribution on the surface of an object easily, and can be a powerful tool for the tracking of the local deformation of structures.
Journal
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- Journal of the Japanese Society for Experimental Mechanics
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Journal of the Japanese Society for Experimental Mechanics 7 (2), 114-120, 2007
The Japanese Society for Experimental Mechanics
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Keywords
Details 詳細情報について
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- CRID
- 1390001205190706432
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- NII Article ID
- 80018381627
- 130004489918
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- NII Book ID
- AA11822914
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- ISSN
- 18844219
- 13464930
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- HANDLE
- 2324/8099
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- NDL BIB ID
- 8885829
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- Text Lang
- ja
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- Data Source
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- JaLC
- IRDB
- NDL
- CiNii Articles
- KAKEN
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- Abstract License Flag
- Disallowed