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Study on Low-Temperature Traction Behavior of a Space Lubricating Oil No.4116
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作者 Wang Yanshuang Cheng Junwei Cai Yujun 《China Petroleum Processing & Petrochemical Technology》 SCIE CAS 2015年第3期111-116,共6页
The traction behavior of space lubricating oil No. 4116 was measured and analyzed at various oil inlet temperatures below 0 ℃ and various rolling speeds under normal loads by a test rig simulating the operating condi... The traction behavior of space lubricating oil No. 4116 was measured and analyzed at various oil inlet temperatures below 0 ℃ and various rolling speeds under normal loads by a test rig simulating the operating conditions of space bearings. A traction coefficient calculation model was presented. The rheological property and rheological parameters of the lubricant at a low oil inlet temperature were analyzed based on the Tevaarwerk-Johnson model. The results showed that the lubricating oil No. 4116 was sensitive to the rolling speed and had lower sensitivity to the normal load. This lubricating oil is more suitable for applications under high speed when it is used below 0 ℃. It behaves as an elastic-plastic fluid operating below 0 ℃. Both the average limiting shear stress and the average elastic shear modulus have a negative correlation with the rolling speed and oil inlet temperature and have a positive correlation with the normal load. 展开更多
关键词 space bearing space lubricating oil traction behavior low temperature rheological property
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道基被动区软土塑流失稳实例分析
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作者 曾志军 潘跃进 魏金川 《公路交通科技(应用技术版)》 CSCD 北大核心 2016年第6期137-138,共2页
基于路基被动区软土剪切塑流变形与稳定机理的综述,结合弹性理论推导,验证了被动区软土不排水强度3cu控制剪切塑流的路基临界竖向荷载水平的合理性。针对浙东滨海淤积平原区某一级公路临河路基失稳实例分析,阐明了加、卸载共同作用时的... 基于路基被动区软土剪切塑流变形与稳定机理的综述,结合弹性理论推导,验证了被动区软土不排水强度3cu控制剪切塑流的路基临界竖向荷载水平的合理性。针对浙东滨海淤积平原区某一级公路临河路基失稳实例分析,阐明了加、卸载共同作用时的被动区软土剪切塑流失稳机理及其牵引整体滑动破坏机制,并为今后类似工程中的软土地基预压工法加载稳定控制,提供依据和参考。 展开更多
关键词 路基工程 被动区 软土 剪切塑流 预压工法
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硬壳层扩散效应分布荷载梁分析
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作者 曾志军 张枫 魏金川 《公路交通科技(应用技术版)》 CSCD 北大核心 2016年第6期269-270,共2页
绕软土地基硬壳层应力扩散效应,采用分布荷载地基梁解析解答和荷载矩阵传递方法,揭示了硬壳层应力扩散机理,提出了硬壳层应力扩散模型;采用平面问题弹性理论附加应力场计算方法,结合饱和软土不排水强度及其破坏准则,开展了软土塑性区开... 绕软土地基硬壳层应力扩散效应,采用分布荷载地基梁解析解答和荷载矩阵传递方法,揭示了硬壳层应力扩散机理,提出了硬壳层应力扩散模型;采用平面问题弹性理论附加应力场计算方法,结合饱和软土不排水强度及其破坏准则,开展了软土塑性区开展的硬壳层应力扩散影响规律分析,揭示了硬壳层显著减小软土地基塑性区开展深度的被动区软土稳定机理。 展开更多
关键词 分布荷载地基梁 硬壳层 软土 剪切塑流 塑性区
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