共查询到20条相似文献，搜索用时 234 毫秒
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提出一种产生局域空心光束(bottle beam)的新方法,它是在传统的轴棱锥底面上放置一个环形障碍物.平面波入射到带有环形障碍物的轴棱锥底面时,将在轴棱锥产生的最大无衍射距离内形成bottle beam,而在bottle beam的前后仍然保持无衍射贝塞尔光.通过变化障碍物大小及轴棱锥底角实现bottle beam尺寸的控制.利用衍射理论描述了平面波经带有环形障碍物的轴棱锥产生bottle beam的原理,分析和模拟了传输过程中不同位置的截面光强分布及整个过程的三维光强分布,并给出相关的实验结果.研究结 相似文献
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提出利用折射率成阶跃性变化的轴棱锥产生局域空心光束(bottle beam).讨论了折射率沿径向成阶跃式减小或增加两种模型,从几何光学角度分析了它们产生bottle beam的原理,利用衍射积分理论数值模拟两种轴棱锥光传输的光场分布和不同距离处的二维光斑图,研究结果表明折射率沿径向阶跃减小的轴棱锥产生单个bottle beam,而折射率沿径向阶跃增加的轴棱锥产生具有周期再现的bottle beams.bottle beam在原子引导和囚禁、光学俘获及光镊等方面有广泛的应用, 因此本文的研究对bottle 相似文献
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随着勘探区域逐渐从陆地过渡到海洋,勘探目标逐渐趋于复杂化,高精度成像方法已经成为海洋油气勘探的瓶颈技术。高斯束偏移是一种灵活且高效的深度域偏移方法,对实际资料成像具有较好的适应性。该文发展了一种适应于海洋观测系统的高精度高斯束偏移方法,首先将海上接收的共偏移距地震记录进行加窗局部倾斜叠加,通过数学变换将共炮域公式推广到共偏移距域,再从炮点和检波点分别进行射线追踪,最后采用数据驱动的方式进行成像。一方面,考虑到地下介质的各向异性,引入了各向异性射线追踪方程;另一方面,根据有效信号和干扰信号在τ-p域中的相干性差异,在高斯束偏移过程中对地震信号进行控制,降低偏移剖面中的随机噪声,提高同相轴的连续性,最终实现了一种VTI介质共偏移距域数据驱动控制束偏移理论方法。在实现算法的基础上,通过各向异性洼陷模型、修改的SEG/Hess VTI模型及海上实际资料成像试处理,结果表明:各向异性参数对共偏移距道集中的大偏移距信息成像质量改善明显;当地层各向异性不能忽略时,新方法能够更加准确地恢复地下的复杂构造;新方法能够在一定程度上提高低信噪比数据的偏移成像效果。 相似文献
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The relay propagation of Gaussian--Schell-model in turbulent atmosphere along a slant path is studied in this paper. Based on the extended Huygens--Fresnel principle and a quadratic approximation, an analytical formula of average intensity for Gaussian--Schell-model beams in turbulent atmosphere along a slant path is derived, and some special cases are discussed. From the study and the comparison with the direct propagation, we can see that the relay propagation has an advantage over the direct propagation. When the altitude of the target is low, the peak intensity of relay propagation is much larger than that of direct propagation. However, because of the limitation of the relay system aperture for relay propagation and the variation of coherence length for direct propagation, the difference in peak intensity between the two propagations decreases with the increase of the target altitude. 相似文献
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For convenience of dynamic analysis, some offshore structures such as fixed-type platforms are often modeled as the wedge beams supporting tip lumped masses. It is well-known that, due to the effect of the surrounding water, the natural frequencies of a beam in air (or dry beam) are different from those of the same beam immersed in water (or wet beam). However, if the natural frequencies and the associated mode shapes of a dry beam are calculated by taking account of the “added mass” for the immersed beam, then the last natural frequencies and mode shapes will be equal to the corresponding ones of the wet beam. Based on the last concept, the closed form solutions for natural frequencies and the associated mode shapes of the dry beam were determined first, then the partial differential equation of motion for the wet beam was transformed into a matrix equation by using the expansion theorem and the foregoing closed form solutions of free vibration responses for the dry beam. Solving the last matrix equation will give the required natural frequencies and the associated mode shapes of the wet beam. The formulation of this paper is available for the fully or partially immersed double tapered beams with either circular, square or rectangular cross-sections. The taper ratio for width and that for depth may be equal or unequal. The numerical results of this paper were compared with the existing results or the finite-element-method results and good agreement was achieved. 相似文献
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关于表层声速对多波束测深影响及改正的探讨 总被引：1，自引：0，他引：1
通过分析波束形成的原理与实测数据处理得出结论：表层声速误差将对多波束测量产生不可挽回的错误；而当表层声速正确、声速剖面误差时，在后处理可以通过适当的声速剖面加以改正。 相似文献
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运用 He- Ne激光束偏转技术研究金属表面被脉冲 Nd:YAG激光烧蚀时在空气中所产生的冲击波。给出了冲击波前锋的传播轨迹。研究表明 :在近距离处 ,冲击波的传播轨迹接近于强爆炸波轨迹 ;冲击波波速明显大于空气中声速 ;随着传播距离增大 ,冲击波波速逐渐趋近于声速。 相似文献
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柔性管缆限弯器存在接触非线性导致剪弯刚度分析困难。为此先基于悬臂梁方程建立剪弯刚度理论模型;然后构建考虑接触边界的锁合结构数值模型,得到其扭转刚度曲线;最后结合理论分析和数值计算求得考虑接触非线性的限弯器剪弯刚度曲线,并同传统的整体数值方法相比较,验证该半数值分析方法的有效性。对比发现基于半数值方法的限弯器剪弯计算效率远高于传统数值方法,其结果误差也满足工程需求;并且限弯器锁合结构处受接触边界影响有明显的非线性;限弯器子梁这一短梁结构基于Timoshenko梁理论计算的结果精度更高也更保守。相较于传统数值方法,该半数值方法用方程直接表达部分参数与剪弯刚度关系,并可以高效地分析限弯器剪弯刚度,使设计工作更加高效。 相似文献
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A study on fatigue behavior of unbonded partially prestressed concrete beams is presented.Model tests have been carried out in static loading and cyclic compressive loading on 15 beams withflexure.The ratios of the lower limit to the upper limit of fatigue load are 0.5 and 0.3 respectively,and thefrequencies of cyclic loading are 8 Hz and 4.5 Hz respectively.The experimental results of the strains of theconcrete and steel bars,the deflection of test beams,and the crack width of normal section are analyzed.According to statistics and analysis of test results,the corresponding calculation models are developed andpresented. 相似文献