摘要
结合一座简支系杆拱桥,利用Ansys建模。详细介绍了荷载试验的内容和方法,理论值与荷载试验的测试结果的较好吻合,证明了建模方法的可靠性。
In this paper, combined with the loading test of a simple below model tied-arch bridge, a space FE model is developed by finite element method to analyze its spatial stress.The method and the content of the test is particularly introduced.The examination results show that tested values are nearly agree with the calculation values, and these prove that the method is correct and reliable. It gives some experience to design this bridge type.
出处
《低温建筑技术》
2006年第1期71-73,共3页
Low Temperature Architecture Technology
关键词
系杆拱桥
有限元法
荷载试验
tied-arch bridge
finite element method
loading test
