A Study on Concrete Confined by GFRP with Geopolymer
碩士 === 國立臺北科技大學 === 土木與防災研究所 === 94 === Presently, the bonding material used for jacket strengthening RC structures is mainly by epoxy. It is well known that epoxy is poor in heat resistance. In the present research, a new bonding material, namely geopolymer is adopted to replace epoxy. Generally sp...
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ndltd-TW-094TIT056530582019-06-27T05:09:16Z http://ndltd.ncl.edu.tw/handle/x75ny7 A Study on Concrete Confined by GFRP with Geopolymer 無機聚合樹脂粘接材料應用於包覆玻璃纖維補強混凝土之研究 Kuang-chieh Li 黎光傑 碩士 國立臺北科技大學 土木與防災研究所 94 Presently, the bonding material used for jacket strengthening RC structures is mainly by epoxy. It is well known that epoxy is poor in heat resistance. In the present research, a new bonding material, namely geopolymer is adopted to replace epoxy. Generally speaking, CFRP seems to perform better than GFRP for strengthening structures purpose. Nevertheless, since the major component of GFRP is silicon, it may theoretically has better chain reaction with geopolymer. The present research thus proceeded to investigate the strength as well as heat resistance of concrete cylinders covered by GFRP using geopolymer. A preliminary result indicated that the effectiveness of confinement is confirmed. However, the chain reaction between geopolymer and GFRP may be too strong, such that the cover layer rendered extremely hard, and caused a brittle failure type. To overcome such situation, various types of GFRP were used. In addition, suggestions are offered to make better use of such property. 吳傳威 2006 學位論文 ; thesis 100 zh-TW |
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碩士 === 國立臺北科技大學 === 土木與防災研究所 === 94 === Presently, the bonding material used for jacket strengthening RC structures is mainly by epoxy. It is well known that epoxy is poor in heat resistance. In the present research, a new bonding material, namely geopolymer is adopted to replace epoxy. Generally speaking, CFRP seems to perform better than GFRP for strengthening structures purpose. Nevertheless, since the major component of GFRP is silicon, it may theoretically has better chain reaction with geopolymer. The present research thus proceeded to investigate the strength as well as heat resistance of concrete cylinders covered by GFRP using geopolymer. A preliminary result indicated that the effectiveness of confinement is confirmed. However, the chain reaction between geopolymer and GFRP may be too strong, such that the cover layer rendered extremely hard, and caused a brittle failure type. To overcome such situation, various types of GFRP were used. In addition, suggestions are offered to make better use of such property.
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吳傳威 |
author_facet |
吳傳威 Kuang-chieh Li 黎光傑 |
author |
Kuang-chieh Li 黎光傑 |
spellingShingle |
Kuang-chieh Li 黎光傑 A Study on Concrete Confined by GFRP with Geopolymer |
author_sort |
Kuang-chieh Li |
title |
A Study on Concrete Confined by GFRP with Geopolymer |
title_short |
A Study on Concrete Confined by GFRP with Geopolymer |
title_full |
A Study on Concrete Confined by GFRP with Geopolymer |
title_fullStr |
A Study on Concrete Confined by GFRP with Geopolymer |
title_full_unstemmed |
A Study on Concrete Confined by GFRP with Geopolymer |
title_sort |
study on concrete confined by gfrp with geopolymer |
publishDate |
2006 |
url |
http://ndltd.ncl.edu.tw/handle/x75ny7 |
work_keys_str_mv |
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