Author/Authors :
Nobuyuki Yamazaki، نويسنده , , Masatoshi Yamazaki*، نويسنده , , Tetsuo Mochida، نويسنده , , Atsushi Mutoh، نويسنده , , Takashi Miyashita، نويسنده , , Masatoshi Ueda، نويسنده , , Toshiyasu Hasegawa، نويسنده , , Kazunori Sugiyama، نويسنده , , Keiji Hirakawa، نويسنده , , Rikiro Kikuchi، نويسنده , , Makoto Hiramoto، نويسنده , , Koichi Saito، نويسنده ,
Abstract :
To establish a method to predict the behavior of reinforced concrete structures subjected simultaneously to high temperatures and external loads, this paper presents the results obtained in several series of tests carried out recently in Japan. This paper reports on the material properties of concrete and steel bars under high temperatures. It also considers the heat transfer properties of thick concrete walls under transient high temperatures, and the structural behavior of reinforced concrete beams subjected to high temperatures. In the tests, data up to 800 °C were obtained for use in developing a computational method to estimate the non-linear behavior of reinforced concrete structures exposed to high temperatures.
