摘要
为了考查形状记忆合金(SMA)对结构构件动力特性的影响,将不同状态的SMA丝埋入到混凝土柱中,制成SMA混凝土柱,采用初始位移法测出SMA混凝土柱的自由振动衰减曲线,得到各SMA混凝土柱的频率和阻尼比。试验包括自由振动测试和通电振动测试两部分。对试验结果进行比较分析可知,SMA所处状态对混凝土柱的阻尼比影响显著;SMA相变过程中产生的回复力对混凝土柱的频率的影响较大。因此,可以利用SMA来改变混凝土构件或结构的动力特性,以有效控制结构振动。
The influence of shape memory alloys(SMAs)on vibration performances of concrete columns were studied through initial displacement method.In this study,SMA reinforced concrete columns were fabricated by embedding SMA wires with different phases.The experiment included two parts:one was the free vibration test;the other was the vibration test with current activation.The test results indicated that the state(or phase)of SMAs has evident influences on the damping ratio of the concrete columns;moreover,the recovery force generated during the SMA phase transformation has great influence on the frequency of the concrete columns.Therefore,SMAs could be utilized to change dynamic properties of concrete members or structures to control structural vibration effectively.
出处
《振动与冲击》
EI
CSCD
北大核心
2010年第4期150-154,共5页
Journal of Vibration and Shock
基金
国家自然科学基金重大研究计划重点项目(90815026)
高等学校学科创新引智计划(B08014)
关键词
形状记忆合金
混凝土柱
动力特性
阻尼比
频率
shape memory alloy(SMA)
concrete column
dynamic properties
damping ratio
frequency
