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具有初始挠度的环肋圆柱壳在静水外压作用下的应力分析 总被引:1,自引:0,他引:1
本文讨论了壳板初挠度对环肋圆柱壳在静水外压作用下应力分布的影响,用理论分析的方法预报了有初挠度壳体中的应力。通过对涡型初挠度的讨论,建立了初挠度范围因子的概念,提出了具有普遍意义的初挠度数学模型,并且用线性小挠度理论对具有非轴对称初挠度的弹性环肋圆柱壳进行了求解,并与SAP-5计算结果进行了比较。理论分析结果表明,初挠度范围对壳体应力也有较大的影响,外凸和内凹初挠度对壳体应力的影响是不同的。因此,应该综合讨论初挠度幅值、范围以及凸凹形式对环肋圆柱壳壳体应力的影响。 相似文献
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针对潜艇肋骨初挠度计算时遇到的一些问题,对规范规定的潜艇肋骨初挠度的计算进行分析研究,指出该计算方法必须满足的一些前提条件,提出更直接的初挠度换算方法。通过对算例的比较得到了两种计算方法的误差范围。针对某些对可拆板板缝区测点的初挠度换算的错误算法,提出对可拆板板缝区测点的初挠度计算的两种计算方法。 相似文献
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分析了船舶建造过程中使用经纬仪测量船体主尺度及挠度的方法和基本步骤,并给出了检验的要点和控制船体主尺度测量精度的几点研究结果。 相似文献
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本文对具有初挠度的平面刚架结构进行了系统可靠性分析。首先导出任意曲线单元的刚度矩阵,以anganathan方法求出主要失效机构,再分别按Ditlevsen界限法和简单界限法给出有初挠度平面刚架系统可靠度的上下限,并对两方法的计算结果作了分析比较。由算例可知,主要受力构件有初挠度时,对结构系统可靠度的影响应引起注意。 相似文献
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艇体变形是影响轴系校中质量的重要因素,以深水潜器为研究对象,通过建立潜器的三维有限元模型,提出利用弹簧约束调节潜器重力与浮力平衡的方法,分析潜器处于正浮状态时,在重力、浮力和静水压力作用下的艇体变形,得出潜器轴系各个轴承的位移数据,并分析轴承位移造成的轴承负荷变化。为艇体变形影响下的潜器轴系校中提供依据。分析结果表明:耐压艇体内的轴承位移要小于耐压艇体外,支撑轴承的艇体结构的差异会导致轴承位移大小的不同,从而导致各个轴承负荷变化也不一样,艇内液舱的不对称布置会导致位于该液舱上轴承产生较大的横向位移和横向轴承负荷。 相似文献
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《船舶与海洋工程学报》2021,(3)
This study investigates the interaction and influence of surface cracks on the spherical pressure hull of a deep-sea manned submersible.The finite element model of the spherical hull is established,and a semi-elliptical surface crack is inserted in the welding toe of the spherical hull as the main crack.Considering the combined effect of external uniform pressure and welding residual stress at the weld toe,the stress intensity factor(SIF) is obtained based on the M-integral method.Inserting disturbing cracks at different positions on the spherical hull surface,the interaction and influence between multi-cracks are revealed by numerical calculation.The results show that the existence of the disturbing crack has a great influence on the stress intensity factor of the main crack,and the influence is different with the different location of disturbing crack.The study of the interaction of multiple cracks under different interference factors and the influence of disturbing cracks on the main crack can provide some reference for future engineering applications. 相似文献
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文章研究了千米水深蛋壳仿生耐压壳的设计理论与分析方法,首先采用Upadhyaya方程、N-R方程,分别建立了鸡蛋壳、鹅蛋壳形状函数;其次,设计了6 km水深鸡蛋壳、鹅蛋壳仿生耐压壳,并基于解析法和数值法,对这两种结构进行强度和稳定性研究;最后,建立了球形、抛物线形、柱形、椭球形等4种典型耐压壳的数值模型,与仿生耐压壳作对比分析。结果表明:解析法和数值法所得的经向应力、纬向应力、临界屈曲应力吻合良好,鹅蛋壳仿生耐压壳的强度和稳定性优于鸡蛋壳仿生耐压壳,具有较好的耐压特性;球形耐压壳储备浮力能力最优,鹅蛋形、鸡蛋形、柱形、椭球形、抛物线形耐压壳的储备浮力能力分别是球的87%、82%、68%、67%、66%;从储备浮力、壳内空间利用率、流线型、乘员舒适性等方面综合比较可知,鹅蛋壳仿生耐压壳可为深水耐压壳设计提供有效参考。 相似文献
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Water-filled double-layer structures are typical hull structures. However, the effect of the carried water has often been neglected in previous collision studies. The carried water couples with the hull structure and participates in the energy absorption process, which reduces the collision damage done to the hull structure. This paper focuses on the effects of compressible carried water on the collision characteristics of a hull structure. Therefore, collision experiments with a simplified double-layer structure (water tank) were performed, and the corresponding collision process was simulated with the finite-element method. The two kinds of pressure (a shock wave and pressure disturbance) generated in the carried water when the water tank collides with a striker were investigated. By comparing the dynamic characteristics of empty and completely filled water tanks, it can be observed that the pressure of the carried water can reduce the displacement of the outer plate and change its deformation shape. Furthermore, the effects of pressure on the collision force and displacement of the inner plate were investigated. Finally, the collision characteristics of a typical water-filled side structure are presented as an example. 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
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黄骅港煤码头三期工程廊道地下连续墙支护结构的施工难度大、工期要求紧。为保证本工程顺利实施,在施工过程中需对地下连续墙结构的变形、应力和土压力数据进行现场实地监测,并与在不同埋设位置获取的深层水平位移数据进行对比,提出更合理、准确地埋设深层位移监测装置的方法,可供类似工程参考。 相似文献
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预测船体复杂结构的焊接变形对制造工艺设计和精度控制具有重要的工程价值.基于固有应变理论,利用船体结构焊接变形预测专用软件Weld-sta对多用途船双层底结构焊接变形进行了预测,发现船长方向收缩最大变形量为13.2mm,船宽方向最大变形量14.5 mm.通过数值模拟结果与实验实测值的对比,可以得到软件计算的精度超过80%,验证了固有应变理论及软件用于焊接变形预测的可靠性,并在此基础上针对船体总段船台合拢的焊接变形进行了预测,发现焊接总收缩变形量为50.339 mm,与实际加工经验基本吻合.根据此结论可以针对各船体总段预留合理的焊接变形收缩量,验证了固有应变为基础的弹性板单元有限元预测法在船体总段合拢焊接中应用的可行性. 相似文献