種別 論文
主題 EFFECT OF CRACK SELF-HEALING ON COMPRESSIVE STIFFNESS AND SHEAR TRANSFER OF CONCRETE SUBJECTED TO CYCLIC LOADING
副題
筆頭著者 Viet Phuong TRUONG(The University of Tokyo)
連名者1 岸利治(東京大学)
連名者2
連名者3
連名者4
連名者5〜
キーワード 自己治癒コンクリート、疲労、ひび割れ幅、Self-healing concrete、fatigue、crack width
33
2
先頭ページ 745
末尾ページ 750
年度 2011
要旨 Self-healing concrete can heal itself from cracks and other minor imperfections and thus to prolong the life of the materials and structures. The critical width for crack healing is about 0.2 mm for concretes observed and proved by many researchers. After several generations, the self-healing additives are now stronger and more effective. To apply these products to real concrete structures, the fatigue behavior of self-healing concrete needs more investigation. Shear, compressive fatigue tests were conducted to exam the structural performance of new type of self-healing concrete.
PDFファイル名 033-01-2125.pdf


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