复合材料变截面压杆变形性能研究

为了对复合材料变截面压杆的变形性能进行理论预测,本文以航天器空间桁架结构中的复合材料变截面压杆作为研究对象,首先,基于经典层合板理论,将复合材料变截面杆的壁板等效为主方向与杆轴线方向一致的正交异性板,此时复合材料变截面杆可近似为正交异性杆;其次,基于弹性变形理论和小变形假设,推导了反映杆轴向变形能力的等效轴压刚度理论公式;最后,利用有限元对等效轴压刚度理论的准确性进行了验证。结果表明,不同中间半径和变截面段长度条件下,理论值和有限元值之间的偏差基本保持在3%以内;不同铺层角条件下,理论值和有限元值之间的偏差基本保持在2%以内。因此,本文的理论能够较准确地预测复合材料变截面压杆的变形。

PULSATILE BLOOD FLOW THROUGH A VISCOELASTICITY-TETHERED TUBE OF MILD VARYING CROSS-SECTION

In this paper a mathematical model is developed for the description of the pulsatile blood flow through an axisymmetric artery of mild varying cross-section, taking into account the tethering effect of the sorrounding tissues.Based on the linear Navier-Stokes equation and boundary conditions,a set of differential equa- tions for the modulus of phase velocity,blood velocities,pressure and deformation of the vessel wall are deduced and the numerical solutions are found by utilizing the Runge-Kutta method.The axial velocity profiles and the peak wall shear stresses are given for both mild tapering tube and mild stenosed tube.It is shown that the peak wall shear stresses in the tethered tube are higher than those in the free tube.It is also shown that in a series of previously research work on peak wall shear stresses of varying cross-section vessels the free vessel assumption has the tendency of under assessing the peak wall shear stresses and vice versa for the rigid vessel assumption.

工字型预应力混凝土围护桩受力性能探索

预应力混凝土围护桩用于基坑围护有其独特的优越性,但是此桩作为临时性的大变形构件,本身的受力性能与普通的受弯、受剪构件有所区别,本文将对此桩适用的理论模型、挠度和裂缝的约束、异号时变弯矩对抗剪性能的影响等问题进行探索研究。