Use of Small Break-off Test for Prediction of Concrete Strength and Evaluation of Adhesive Strength between Steel Bar and Concrete
碩士 === 國立中興大學 === 土木工程學系 === 89 === Abstract The objective of the thesis is to perform feasibility study of using a newly developed nondestructive technique called small break-off test for prediction of concrete strength and evaluation of adhesive strength betwee...
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ndltd-TW-089NCHU00150462016-07-06T04:10:45Z http://ndltd.ncl.edu.tw/handle/24765825062456526682 Use of Small Break-off Test for Prediction of Concrete Strength and Evaluation of Adhesive Strength between Steel Bar and Concrete 利用小型彎裂試驗檢測混凝土強度與鋼筋粘結力之探討 Chen-IanMing 陳彥名 碩士 國立中興大學 土木工程學系 89 Abstract The objective of the thesis is to perform feasibility study of using a newly developed nondestructive technique called small break-off test for prediction of concrete strength and evaluation of adhesive strength between steel bar and concrete. In addition, the relationship of compressive strength between tiny cores and conventional cores is investigated Twelve specimens are constructed using three different mixtures of concrete associated with 490, 350, and 280kg/cm2. Ribbed and round steel bar with three different sizes of #7,#8,and #10 are placed in the concrete specimens . Experimental results show that the break-off number has a good correlation with the adhesive strength. between steel bar and concrete. In addition, the break-off number is proportional to the strength of tiny cores. Lin Yi-ching 林宜清 2001 學位論文 ; thesis 95 zh-TW |
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碩士 === 國立中興大學 === 土木工程學系 === 89 === Abstract
The objective of the thesis is to perform feasibility study of using a
newly developed nondestructive technique called small break-off test for
prediction of concrete strength and evaluation of adhesive strength between steel bar and concrete. In addition, the relationship of compressive strength between tiny cores and conventional cores is investigated Twelve specimens are constructed using three different mixtures of concrete associated with 490, 350, and 280kg/cm2. Ribbed and round steel bar with three different sizes of #7,#8,and #10 are placed in the concrete specimens . Experimental results show that the break-off number has a good correlation with the adhesive strength. between steel bar and concrete. In addition, the break-off number is proportional to the strength of tiny cores.
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Lin Yi-ching |
author_facet |
Lin Yi-ching Chen-IanMing 陳彥名 |
author |
Chen-IanMing 陳彥名 |
spellingShingle |
Chen-IanMing 陳彥名 Use of Small Break-off Test for Prediction of Concrete Strength and Evaluation of Adhesive Strength between Steel Bar and Concrete |
author_sort |
Chen-IanMing |
title |
Use of Small Break-off Test for Prediction of Concrete Strength and Evaluation of Adhesive Strength between Steel Bar and Concrete |
title_short |
Use of Small Break-off Test for Prediction of Concrete Strength and Evaluation of Adhesive Strength between Steel Bar and Concrete |
title_full |
Use of Small Break-off Test for Prediction of Concrete Strength and Evaluation of Adhesive Strength between Steel Bar and Concrete |
title_fullStr |
Use of Small Break-off Test for Prediction of Concrete Strength and Evaluation of Adhesive Strength between Steel Bar and Concrete |
title_full_unstemmed |
Use of Small Break-off Test for Prediction of Concrete Strength and Evaluation of Adhesive Strength between Steel Bar and Concrete |
title_sort |
use of small break-off test for prediction of concrete strength and evaluation of adhesive strength between steel bar and concrete |
publishDate |
2001 |
url |
http://ndltd.ncl.edu.tw/handle/24765825062456526682 |
work_keys_str_mv |
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