Z形截面钢筋混凝土偏压柱的简化设计方法

通过对Z形截面偏压柱及中长柱的计算机理论分析 ,探讨了在不同轴压比下Z形截面柱Mx-My 关系以及荷载角与截面中和轴之间的关系。研究了在不同荷载角、长细比以及相对偏心距时 ,偏压柱的基本变形规律 ,提出了用偏心距增大系数来进行设计的方法 ,并给出了偏心距增大系数的计算公式。与方形柱的对比表明 ,Z形柱截面高宽比为 1 0～ 1 3时受力较为合理。     

正交车铣工件侧母线的研究

简要地描述了正交车铣的运动形式，通过数学方法详细分析了正交车铣工件的侧母线的形状，并由此得出了偏心量和刀具半径对侧母线的影响。     

跳跃式移动机构的移动机理及实验研究

介绍了一种新型跳跃式移动机构,阐述了该机构的移动机理及其控制方法.跳跃式移动机构采用小型振动电机作为驱动,利用电机内偏心轮的旋转所产生的周期性的向心力及与工作表面的间歇性摩擦力的共同作用,实现机构的跳跃移动,两个不同放置位置的电机的组合运用,可实现机构可调速的直线运动和回转运动,通过一系列实验.验证了跳跃式移动机构可实现二维平面内的自由移动.     

30mT梁施工中的稳定性分析与控制

根据湖北省十漫高速公路SME3合同段母龙咀大桥30mT型梁施工实例，主要分析了30mT型梁在施工运输与架设吊装过程中的横向稳定性，并研究了如何采取稳定措施预防失稳，具有一定的参考价值。     

偏心率对CFRP钢管约束混凝土柱力学性能的影响

为研究偏心率对碳纤维复合材料(Carbon Fiber Reinforced Polymer,CFRP)布加固钢管混凝土柱力学性能的影响规律,借助有限元软件ABAQUS对偏心率为0. 3%、0. 6%、0. 9%和1. 2%的构件分别进行数值模拟。结果表明:随着偏心率的增大,被动约束的紧箍力减小;偏心率对构件的荷载挠度曲线影响比较大,对于偏心率大的构件,其极限承载力较小;不同偏心率对于不同长细比的构件影响不同,长细比为28时,构件的承载力相应地整体降低。     

无刷直流电机在转子偏心故障时的容错控制研究

在一些工业场合,无刷直流电机需要在转子偏心故障的情形下保持运行状态,而传统的控制策略无法有效地实现容错运行。针对这个问题,提出了一种无刷直流电机在转子偏心时的故障容错控制策略。分析了在传统无刷直流电机控制方法中,每相定子电流参考在波形上是一致的,仅存在一定的相位延迟,而没有考虑电机偏心后导致的反电动势和相电感变化,因此电机偏心将导致未知的转矩脉动。新型控制策略在传统控制策略的基础上采用了在线估计方法,获取了相电感和反电动势的值,从而控制器设置定子电流参考时包含了对偏心故障的考虑和相关运算,从而使电机能够降低转矩脉动,具备一定的故障容错运行能力。最后通过对比试验的方法对新型控制策略进行了试验验证。     

偏心受剪螺栓群的极限状态计算方法

螺栓群在偏心剪力作用下会产生附加弯矩.目前常用的设计方法为弹性计算方法,但极限状态计算结果与试验结果更加吻合.通过工程上常用的实例来比较弹性和极限状态两种计算方法的结果.经过大量运算,得出两种方法的规律性变化.     

谈500t单侧切翼混凝土箱梁的架设

针对500t单侧切翼混凝土箱梁的特殊情况,开展了设备性能、架设工艺等方面的研究,并制定了设备的适应性改造方案,解决了单侧切翼缘混凝土箱梁的架设难题,为以后类似工程的施工提供了参考借鉴。     

Reinforced bending load‐stressed masonry – Suggestions for future designs / Bewehrtes biegedruckbeanspruchtes Mauerwerk – Vorschläge für zukünftige Bemessungen

European standardization bodies are currently working on the amendment to EN 1996‐1‐1, which will also affect the evaluation of reinforced masonry in Germany. For that reason, discussion suggestions are being made here for revisions to lay the groundwork for building materials evaluations and especially, evaluations of bending load‐stressed masonry walls or beams at their serviceability limit state (SLS) for load‐bearing capacities. Information already presented in E DIN 1053‐3:2008‐03 [N3] is being incorporated as well. Characteristic values for the compressive strength of the masonry parallel to the bed joints f_k,∥ are essential for the design of reinforced masonry, although they are currently not included in national application documents for Germany. For the time being, they can be mathematically calculated using conversion factors for the characteristic compressive strength values vertical to the bed joints f_k or by using the declared axial compressive strengths of the masonry units. The ultimate strains for masonry in general should be set consistently at ?_mu = ∣–0.002∣ as several masonry types do not exhibit higher compressive strain values. The use of steel strains higher than ?_su = 0.005 does not change any measurement results. Varying stress‐strain curves of the constitutive equations on masonry under compressive strain (parabolic, parabolic‐rectangular, tension block) lead to differing values of recordable bending moments despite having the same mechanical reinforcement percentage at higher normal forces. Therefore, clear guidelines should be made for the type of applicable constitutive equation for masonry walls under compressive strain. With the introduction of a tension block, the number values of the reduction factors λ for the compression zone height x, which is dependent on limit strains, and where applicable, reduced compressive strength, need to be determined, as with reinforced concrete construction. A modification of the bending moment based on the second order theory according to [N4] is presented for the calculation of reinforced masonry walls in danger of buckling. The use of reduction factors for the load capacity of the masonry cross section, such as for unreinforced masonry, does not appear to be appropriate as buckling safety evidence because here, the design task is the determination of a required reinforcement cross section.     

偏斜交圆柱圆锥表面展开图计算机绘制数模原理

分析了轴线偏斜交的圆柱与圆锥相对位置关系,建立了偏斜交圆柱、圆锥表面展开图及相贯曲线绘制的数学模型,并编制了通用计算机绘图程序,给出计算机绘制的展开图样例。