辐射形钢筋
For the high strength reinforced concrete arc shaft wall, its mechanical characteristics including the radial displacement, the concrete stress, the reinforcing steel bar stress, the load carrying capacity and the position of crushing zone are analyzed by experiment and finite element calculation under uniform load.
通过实验和有限元计算,对在均匀荷载作用下新型冻结井高强钢筋混凝土弧形板井壁的变形特性、混凝土和钢筋应力的分布规律、极限承载力及其压碎区的位置进行了分析。
Based on the combination of a tangential impulse maneuver and a constant continuous radial thrust maneuver, a new strategy for space V-bar rendezvous was presented.
提出了一种基于切向脉冲与径向连续常推力组合机动的空间V-bar交会策略。
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