The property of recycled concrete column encased by steel tube subjected to axial compression was studied. It was found that the column, where progress of fracture is faster than the normal concrete, has enough capacity to be utilized though its rigidity and ultimate strength are smaller than those of the normal concrete.
|ジャーナル||Transactions of the Japan Concrete Institute|
|出版ステータス||Published - 1997|
ASJC Scopus subject areas