種別 論文
主題 PREDICTED METHOD FOR BOND STRESS BEHAVIOR DEPENDED ON CRACK WIDTH IN CORRODED REINFORCED CONCRETE
副題
筆頭著者 董衛(中央大学)
連名者1 大下英吉(中央大学)
連名者2 鈴木修一(東電設計)
連名者3 堤知明(東京電力)
連名者4
連名者5〜
キーワード 付着応力、引張り強度、塑性領域、膨張内圧、bond stress、tensile concrete stress、plastic stage、internal pressure
33
2
先頭ページ 631
末尾ページ 636
年度 2011
要旨 It is very difficult to accurately estimate the bond stress of cracked reinforced concrete due to the corrosion of rebar, as there are many factors that affect the bond stress, including corrosion ratio of rebar, speed of electrolysis test, tensile concrete stress, rust transfer, and so on. In this paper, corroded specimens with cracks in the concrete cover were tested, and the method for estimating bond stress is suggested. The data shows that it is feasible to estimate the bond stress based on three major factors: corrosion ratio of rebar, corrosion crack width and tensile concrete stress.
PDFファイル名 033-01-2106.pdf


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