首页> 外文会议>2011 International Conference on Remote Sensing, Environment and Transportation Engineering >Based on humidification constitutive model of transmission lines tower settlement calculation
【24h】

Based on humidification constitutive model of transmission lines tower settlement calculation

机译:基于加湿本构模型的输电线路铁塔沉降计算

获取原文

摘要

In order to overcome the traditional calculation of loess collapsibility coefficient of water soaked by the lack, but also to address the suction of unsaturated soils is difficult to accurately measure and calculate difficult problems, this paper different saturation of conventional triaxial tests of loess to suction and according to the principle of equivalent deformation saturation equivalent basis, was established to introduce the equivalent suction shear strength of unsaturated formula and the introduction of saturation humidity of unsaturated linear constitutive model. Through self development programs, the use of two-dimensional finite element program to simulate the Guanlan and Yongdeng two-line transmission line Iron Tata rain moistening the deformation field, stress field, saturation field and so on, get a better result, humidification verified finite element constitutive model and the reasonableness and accuracy of procedures for the tower base provides a reasonable basis for treatment recommendations
机译:为了克服传统计算中黄土的湿陷性黄土湿陷系数的不足,又解决了非饱和土的吸力难以准确测量和计算的难题,本文对传统的三轴饱和度的黄土进行了不同饱和度的吸力和计算。根据当量变形饱和当量的原理,建立了引入非饱和吸水剪切强度的公式,引入了饱和湿度的非饱和线性本构模型。通过自我开发程序,利用二维有限元程序模拟观澜和永登两线输电铁塔塔雨水润湿变形场,应力场,饱和场等,取得较好的效果,加湿验证了有限元。单元本构模型以及塔基程序的合理性和准确性为处理建议提供了合理的依据

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号