Abstract：
By comparing the changes of reinforced concrete under different temperature fatigue process, found that after the carbon fiber reinforced concrete fatigue limit is the same, large amplitude fatigue life is small; Beam fatigue life increases with the increase of carbon fiber layer; Beam fatigue life increases with the increase of temperature. By comparing the fatigue damage process of carbon fiber reinforced beams and the common beam, found after carbon fiber reinforcement of reinforced concrete beam under fatigue damage, mostly small cracks, width is small, the tensile and fatigue properties without carbon fiber reinforced plastics are obviously improved.
WANG Rui. LOW TEMPERATURE ON PROPERTIES OF CARBON FIBER REINFORCED
STEEL STRUCTURE FATIGUE IMPACT STUDY[J]. Architecture Technology, 2016, 47(7): 602-.
