| Ží•Ê | ˜_•¶ |
| Žå‘è | Bonding and Cracking Responses of Corroded RC Members Subjected to Uni-axial Tension |
| •›‘è | |
| •M“ª’˜ŽÒ | ‘ÕŒš�‘�i�`˜p‹ó�`‹Z�pŒ¤‹†�Š�j |
| ˜A–¼ŽÒ1 | ‰Á“¡ŠG–œ�i�`˜p‹ó�`‹Z�pŒ¤‹†�Š�j |
| ˜A–¼ŽÒ2 | Šâ”gŒõ•Û�i�`˜p‹ó�`‹Z�pŒ¤‹†�Š�j |
| ˜A–¼ŽÒ3 | ‰¡“c�O�i�`˜p‹ó�`‹Z�pŒ¤‹†�Š�j |
| ˜A–¼ŽÒ4 | |
| ˜A–¼ŽÒ5�` | |
| ƒL�[ƒ��[ƒh | •t’…—ò‰»�Aƒeƒ“ƒVƒ‡ƒ“ƒXƒeƒBƒtƒjƒ“ƒO�A‚Ђъ„‚ê�A•…�H”ñ‹Ïˆê�«�AŽg—p�«”\�Abond decay�Atension stiffening�Acracking�Acorrosion un-uniformity�Aserviceability |
| Šª | 29 |
| �† | 3 |
| �擪ƒy�[ƒW | 625 |
| ––”öƒy�[ƒW | 630 |
| ”N“x | 2007vol.29 |
| —vŽ| | This paper investigated the bonding and cracking behavior of eighteen 2.0m long uni-axial RC members, thirteen of which had experienced different levels of impressed current deterioration. cracks. It was found that corrosion-induced bond decay and the resulting-in tension stiffening show significantly different rates in loss with the increase of the corrosion level. Compared to tension stiffening deterioration, localized cracking deformations related to the corrosion un-uniformity are more critical for the evaluation of serviceability deterioration in the corroded RC members. |
| PDFƒtƒ@ƒCƒ‹–¼ | 029-01-3105.pdf |
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