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151.
圆形重力式网箱锚碇系统的受力研究 总被引:6,自引:0,他引:6
依据Stokes二阶波浪理论和莫里森(Morison)方法,对圆形重力式网箱的浮架结构分别与工程上常用的两种锚碇系统(折线形与直线形)相结合情况下,锚碇系统的受力进行了数值计算及相应的物理模型试验。结果表明相同波况下折线形锚碇系统承受张力较小,在相同波浪周期条件下,波高越大锚碇点受力越大;相同波高下,锚碇点最大受力随周期变化不显著。将计算结果与模型试验对比,结果显示计算数值与试验数据较接近,表明了此计算方法的可行性,为进一步模拟浮架结构的运动变形打下基础。 相似文献
152.
DDA与FEM耦合法在分缝重力坝非线性分析中的应用 总被引:4,自引:0,他引:4
混凝土重力坝一般设有数条纵缝。纵缝使坝体的连续性遭到破坏,一般的有限单元法很难处理这样的不连续变形问题。本文首先阐述了DDA(Discontinuous Deformation Analysis)与FEM(Finite Element Method)耦合算法的原理,然后采用作者自行研制的DDA与FEM耦合法程序对一实际重力坝进行了详细的计算分析。重点讨论了纵缝的不同设置形式和缝宽大小对坝体变形和应力分布、坝底面接触应力分布以及坝基面应力分布的影响,为工程设计提供依据。 相似文献
153.
154.
????????????????????????? 总被引:1,自引:0,他引:1
摘 要:利用大型通用有限元软件ANSYS10.0,首先对钢筋混凝土试件梁采用了三维的建模方式,然后对其抗弯性能进行了非线性数值模拟,所模拟的量包括各临界荷载、挠度、应力分布、中和轴的移动等,模拟结果与实测值吻合得很好。该方法可以用来分析钢筋混凝土梁板构件的承载能力,也可以应用在某些院校的教学中。 相似文献
155.
光纤传感无损检测混凝土结构研究述评 总被引:14,自引:1,他引:14
本文综述了近几年来使用光纤传感器埋入混凝土构件及结构中无损检测其内部应力、应变及评估结构完整性等研究领域的概况。探讨了光纤与混凝土接触面之间的涂层材料的基本特性及其细观力学问题。最后给出了目前国外利用这种新技术所得到的一些成果。 相似文献
156.
AbstractThis article is presenting the common experimental specimen for determining the fracture toughness of the first pure mode and second pure mode. The Notched beam is chosen from a presented common specimen in the form of three-point flexure beam and four-point flexure beam that were built in the concrete laboratory. For prevention of cracks growth, a critical load of first pure mode and the second pure mode of each specimen computed. Obtained results are used for computing the fracture toughness. For the purpose of investigating the effective fracture parameters in the suggested specimen, finite element analysis on the mentioned geometry is performed. Obtained results show that different parameters are effective on the fracture toughness including crack length, cement percentage, water and the thickness of biggest used aggregate in the sand. Also with changing each of these parameters, the fracture mechanic properties are changed. Each of these effects is examined separately in this article and the conclusions presented in tables and figures.Communicated by Dumitru Caruntu. 相似文献
157.
Summary We study the two-dimensional instantaneous Stokes flow driven by gravity in a viscous triangular prism supported by a horizontal
rigid substrate and a vertical wall. The oblique side of the prism, inclined at an angle α with respect to the substrate,
is a fluid-air interface, where the stresses are zero and surface tension is neglected. We develop the stream function ψ in
polar coordinates (r,θ) centered at the vertex of α and split it into an inhomogeneous part, which accounts for gravity effects, and a homogeneous
part, which is expressed as a series expansion. The inhomogeneous part and the first term of the expansion may be envisioned,
respectively, as self-similar solutions of the first kind and of the second kind for r→0, each one holding in complementary α domains with a crossover at α
c
=21.47∘, which we study in some detail. The coefficients of the series are calculated by truncating the expansion and using the method
of direct collocation with a suitable set of points at the wall. The solution strictly holds for t=0, because later the free surface ceases to be a plane; nevertheless, it provides a good approximation for the early time
evolution of the fluid profile, as shown by the comparison with numerical simulations. For 0<α<45∘, the vertex angle remains constant and the edge remains strictly at rest; the transition at α
c
manifests itself through a change in the rate of growth of the curvature. The time at which the edge starts to move (waiting
time) cannot be calculated since the instantaneous solution ceases to be valid. For α>45∘, the instantaneous local solution indicates that the surface near the vertex is launched against the substrate so that the
edge starts to move immediately with a power law dependence on time t. However, due to the high value of the exponent, the vertex may seem to be at rest for some finite time even in this case.
Received 29 August 1997; accepted for publication 21 January 1998 相似文献
158.
微重时卧圆柱内静液面方程与数值计算 总被引:2,自引:0,他引:2
由力学平衡方程导出了微重时卧圆柱内静液面方程,推出了边界接触角条件,使用Runge Kuta法在计算机上得出了数值结果,绘出了静液面形状,并对结果进行了分析. 相似文献
159.
160.
Numerical simulation: The dynamic behavior of reinforced concrete plates under normal impact 总被引:3,自引:0,他引:3
This investigation deals with the use of the finite element method on the reinforced concrete structural dynamic response and failure behavior when subjected to the projectile impacts of different velocities, using the test conducted in [S.J. Hanchak, M.J. Forrestal, E.R. Young, J.Q. Ehrgott, Perforation of concrete slabs with 48 MPa (7 ksi) and 140 MPa (20 ksi) unconfined compressive strengths, Int. J. Impact Eng. 12 (1992) 1–7]. The Johnson–Holmquist concrete material constitutive law model is employed to simulate the large strains, high strain states and high pressures to which the concrete is subjected. The projectile impact velocity ranges from 381 m/s to 1058 m/s. Numerical simulations demonstrate that the Johnson–Holmquist concrete material constitutive model can describe the different failure modes without any predefined defects in the element mesh, and normally obtain good agreement between the numerical simulations and test results. 相似文献