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高速公路粉土路基填料结构特性三轴试验研究 被引量:7
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作者 黄克峰 廉杨 +4 位作者 王景辉 韩海洋 谢郭静 李永靖 张淑坤 《中外公路》 2022年第1期206-210,共5页
为了研究高速公路粉土路基在交通荷载作用下的变形与破坏规律,以安徽省蚌埠至五里河高速公路的粉土路基为研究对象,利用DDS-70动三轴试验系统,开展以围压、压实度为变量的三轴压缩试验。结果表明:原状土σ-ε关系随围压增大依次应变曲... 为了研究高速公路粉土路基在交通荷载作用下的变形与破坏规律,以安徽省蚌埠至五里河高速公路的粉土路基为研究对象,利用DDS-70动三轴试验系统,开展以围压、压实度为变量的三轴压缩试验。结果表明:原状土σ-ε关系随围压增大依次应变曲线呈应变软化型、理想弹塑性型、应变硬化型变化,重塑土是理想弹塑性型、应变硬化型;在固结围压增大、应变增大、压实度降低过程中,应力比结构性参数m_(η)是递减的;在围压、压实度增大时,初始应力比结构性参数m_(η0)是递减的,且受压实度影响较大;在围压增大时,结构性损伤量m_(ηd)呈先增后减变化,提高压实度可使m_(ηd)减小;m_(η0)、m_(ηd)与围压之间呈三次多项式的关系,与压实度呈线性关系。 展开更多
关键词 路基粉土 综合结构 应力比结构性参数 结构性损伤量 压实度
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Damage Detection of Offshore Jacket Structures Using Frequency Domain Selective Measurements 被引量:1
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作者 M. Kianian A.A. Golafshani E. Ghodrati 《Journal of Marine Science and Application》 2013年第2期193-199,共7页
The development of damage detection techniques for offshore jacket structures is vital to prevent catastrophic events. This paper applies a frequency response based method for the purpose of structural health monitori... The development of damage detection techniques for offshore jacket structures is vital to prevent catastrophic events. This paper applies a frequency response based method for the purpose of structural health monitoring. In efforts to fulfill this task, concept of the minimum rank perturbation theory has been utilized. The present article introduces a promising methodology to select frequency points effectively. To achieve this goal, modal strain energy ratio of each member was evaluated at different natural frequencies of structure in order to identify the sensitive frequency domain for damage detection. The proposed methodology opens up the possibility of much greater detection efficiency. In addition, the performance of the proposed method was evaluated in relation to multiple damages. The aforementioned points are illustrated using the numerical study of a two dimensional jacket platform, and the results proved to be satisfactory utilizing the proposed methodology. 展开更多
关键词 damage detection structural health monitoring frequency response function offshore jacket platform minimum rank perturbation theory element modal strain energy ratio
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