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桥梁用钢示波冲击试验 被引量:1

Instrumented Impact Test of Steel Used for Bridge
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摘要 通过桥梁用钢示波冲击试验讨论了区分Wi、Wp与Wt的意义及其三者之间的关系,分析了试样的取样方向和试验温度对Wi、Wp与Wt值及其之间关系的影响。结果表明,L-T方向取样试样的Wt、Wp值均较大,Wi值变化没有规律性。Wp与Wt呈线性关系,不随试验温度和取样方向的改变而改变。Wt、Wp值随试验温度的降低而减小,Wi/Wt值随试验温度的降低而增加,均小于50%。 The significance on distinguishing W, Wp, Wt and their relationships by instrumented impact test were discussed. The effects of sampling direction and test temperature on W, Wp, W and their relationships were ana- lyzed. The results show that the Wt and Wp of L-T sampling direction are higher, and W change is not regularly. The relationship between Wp and Wt is linear and varies with the temperatures and sampling directions. The Wt and Wp decrease and the W/W, increases in the 50//00 with the decrease of temperature.
出处 《物理测试》 CAS 2013年第5期14-16,共3页 Physics Examination and Testing
关键词 桥梁用钢 冲击能量 裂纹形成能量 裂纹扩展能量 steel used for bridge impact energy crack production energy crack extension energy
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  • 1金属机械性能编写组.金属机械性能[M].北京:机械工业出版社,1982..

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