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705.
为了优化大跨度钢管混凝土拱桥成桥状态主拱受力性能,提出了后拆扣索的新思路:在主拱圈合龙完成后对钢管采取继续保留扣索的措施,混凝土灌注完成达到强度后,再拆除扣索,钢管与混凝土共同承担后续荷载。采用有限元方法按以上思路对贵州大小井特大桥进行了分析研究。结果表明:如果混凝土灌注完成达到强度后再拆除扣索,与原方案相比,在成桥状态下拱肋上下弦钢管与管内混凝土的受力均得到改善,钢管应力值有所降低,管内混凝土应力值略有增加;在管内混凝土灌注前后扣索的索力值变化不大,扣索拉力值在允许范围内。因此通过该方法能够在一定程度上提高大跨度钢管混凝土拱桥拱肋截面的组合效率,改善主拱的受力性能。 相似文献
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Rectangular tiles can be laid on a ship’s hull for protection, but the sides of the tiles must be adjusted so adjacent tiles
will conform to the curvature of the hull. A method for laying tiles along a reference line was proposed, and an allowable
range of displacement for the four vertices of the tile was determined. Deformations of each tile on a specific reference
line were then obtained. It was found that the least deformation was required when the tiles were laid parallel to a line
with the least curvature. After calculating the mean curvature on the surface, the surface was divided into three layout areas.
A set of discrete points following the least deformation of the principal curvatures was obtained. A NURBS interpolation curve
was then plotted as the reference line for laying tiles. The optimum size of the tiles was obtained, given the allowable maximum
deformation condition. This minimized the number of bolts and the amount of stuffing. A typical aft hull section was selected
and divided into three layout areas based on the distribution of curvature. The optimum sizes of rectangular tiles were obtained
for every layout area and they were then laid on the surface. In this way the layout of the rectangular tiles could be plotted. 相似文献
709.
Based on nonlinear trajectory generation (NTG) software package, a general approach (i.e. numerical solution) to trajectory
planning for yoyo motion is presented. For the real-time control of such periodical dynamic system, a critical problem is
how to implement fast solving the optimal trajectory, so as to meet the real-time demand. However, traditional numerical solution
methods are very time-consuming. In this paper, the optimization problem is solved by mapping the problem to a lower-dimension
space. And combined with multithread programming technology, the computation time for solving the optimal trajectory is greatly
reduced. Simulation results show that the numerical solution is identical to the analytic one, which demonstrates the correctness
of the proposed method. The computation time of one cycle of yoyo simulation is about 10 ms, which shows that the proposed
numerical method can be applied to the real-time control of yoyo playing. 相似文献
710.
在公路建设中,需通过科学的施工手段来保证沥青混凝土路面的平整度。鉴于此,对影响沥青混凝土路面平整度的因素进行探讨,并分析相应的处理措施,以期为相关技术人员提供参考与借鉴。 相似文献