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高压输电线铁塔地震时程弹性数值模拟
Numerical simulation on seismic time-history elastane of high-voltage transmission tower
【摘要】 地震对高压输电线铁塔的安全性能有重要影响。通过建立高压输电线铁塔模型,采用有限元方法对受7级和8级地震影响的高压输电线铁塔的力学行为进行数值模拟与分析。计算结果表明:在地震作用下高压输电线铁塔t=3-4s时加速度最大,其应力也相应较大;在7级地震时最大应力值远小于材料的许可应力,高压输电线铁塔在7级地震过程中是安全的,但是8级地震时,最大应力值已经达到234MPa,超过Q345许可应力230MPa,高压线铁塔就处于不安全运行状态。
【Abstract】 The safety performance of high-voltage transmission tower can be affected obviously by earthquake.With finite element method,the model of high-voltage transmission tower was established to study its strength and safety,which was affected by 7 magnitude earthquake and 8 magnitude earthquake.The numerical simulation results showed that the acceleration of high-voltage transmission tower is biggest at 3s-4s with earthquake,and at the same time the stress of tower is larger,with 8 magnitude earthquake the maximum stress value is much smaller than the material allowable stress,high-voltage transmission tower is safe.But with 7 magnitude earthquake the maximum stress value 234MPa is bigger than the allowable stress 230MPa of Q345,which may cause the high-voltage transmission tower in the state of unsafe operation.
【Key words】 high-voltage transmission tower; earthquake; von-mises equivalent stress;
- 【文献出处】 中国安全生产科学技术 ,Journal of Safety Science and Technology , 编辑部邮箱 ,2013年02期
- 【分类号】TU347;TU311.3
- 【被引频次】3
- 【下载频次】78