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1.The interreaction of the dock chamber wall and foundation soil is considered in this paper using the finite element software MSC. MARC, considering the foundation soil as continuous elastic and plastic ideal matter which is subjected to the Mohr-Coulomb rule and the friction between foundation soil and dock chamber wall belonging to the Coulomb friction.
本文利用MARC有限元分析程序对坞室墙结构和地基土体进行共同作用整体建模分析,认为拉锚坞室墙结构是服从Mohr-Coulomb屈服准则的理想弹性介质,土体与坞室墙之间的摩擦属于Coulomb摩擦接触问题。收藏指正
2.The interaction of the dock chamber wall and foundation soil is considered using the finite element software MSC Marc, considering the foundation soil as continuous elastic and plastic ideal matter which is subjected to the Mohr-Coulomb rule and the friction between foundation soil and dock chamber wall belongs to the Coulomb friction.
利用MSCMarc有限元分析程序对坞室墙结构和地基土体进行共同作用整体建模分析,认为拉锚坞室墙结构是服从Mohr-Coulomb屈服准则的理想弹性介质,土体与坞室墙之间的摩擦属于Coulomb摩擦接触问题.收藏指正
3.The practical issue of drum brake with oversized overall stroke was resolved by experiments, and it indicates that major effect factors of air chamber overall stroke, which are the drum-shoe clearance, the elastic modulus of lining, the torsion deflection of cam shaft.
研究结果表明，气室推杆总行程过大的主要影响因素为制动蹄与制动鼓之间的间隙、摩擦片的弹性模量、凸轮轴的扭转变形。收藏指正
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