[1]黄晓明,邓学钧.文克勒地基上板在动荷下的挠度计算方法[J].东南大学学报(自然科学版),1989,19(6):55-60.[doi:10.3969/j.issn.1001-0505.1989.06.008]
 Huang Xiaoming Deng Xuejun(Research Institute of Transportation Engineering).Calculation Method of Plate on Winkler Foundation Under Transient Load[J].Journal of Southeast University (Natural Science Edition),1989,19(6):55-60.[doi:10.3969/j.issn.1001-0505.1989.06.008]
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文克勒地基上板在动荷下的挠度计算方法()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
19
期数:
1989年第6期
页码:
55-60
栏目:
本刊信息
出版日期:
1989-11-20

文章信息/Info

Title:
Calculation Method of Plate on Winkler Foundation Under Transient Load
作者:
黄晓明邓学钧
东南大学运输工程研究所; 东南大学运输工程研究所
Author(s):
Huang Xiaoming Deng Xuejun(Research Institute of Transportation Engineering)
关键词:
瞬时荷载 路面/文克勒地基
Keywords:
plate transient load pavement / Winkler foundation
分类号:
+
DOI:
10.3969/j.issn.1001-0505.1989.06.008
摘要:
根据薄板假定,采用文克勒地基模型,本文推导了文克勒地基上无限大板的纵向振动微分方程。然后用Hankel-Laplace变换获得了任意轴对称荷载作用下的挠度解。为了对路面落锤式弯沉仪测定数据进行理论分析,基于落锤式弯沉仪的加载过程为半波正弦曲线的假定,获得了该荷载作用下文克勒地基上无限大板的挠度解。
Abstract:
In this paper, the longitudinal dynamic equation of plate on Winkler foundation is derived with thin plate assumption and Winkler foundation model. The displacement formula of plate under any symmetric load is derived, in which the Hankel-Laplace transformation is used. In order to analyze the test results obtained by using Failing Weight Deflectometer(FWD), the semi-sine load of FWD is assumed in this paper and the theoretical solution under this load is got. It is important to the analysis of dynamic response of pavement.

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更新日期/Last Update: 2013-04-30