摇臂式、支柱式起落架起转、回弹载荷系数的落震试验研究

用落震试验的方法,对摇臂式和支柱式起落架的起转载荷系数和回弹载荷系数进行了研究,得出了起转载荷系数和回弹载荷系数随飞机下沉速度和飞机着陆速度变化的一般性规律,给出了某A型、B型飞机主起落架起转载荷系数和回弹载荷系数的初步数值。

基于全尺寸飞机的前起落架最大回弹载荷静力试验研究

以全尺寸飞机为载体,进行均匀充气轮胎和跑气轮胎两种工况条件下前起落架最大回弹载荷静力试验研究。试验结果表明,随着载荷的增加,跑气轮胎条件下拉应变、压应变以及左、右轮心的位移基本为线性增长。均匀充气轮胎条件下,结构拉应变和压应变随着载荷增加也基本成线性增长,但在加载百分数超过80%以后,拉应变增幅加大。同时该条件下左、右轮心位移值呈线性增长。与均匀充气轮胎情况相比,跑气轮胎条件下的应变和位移较小。

计算航空器起落架起转、回弹载荷的解析方法

本文是对文献[1]的补充。文献[1]中给出的公式,仅适用于t_p≤t_(max)情况。对于t_p>t(max),需另行推导计算公式。本文在文献[1]的假设及公式基础上,导出了适用于t_p>t_(max)的公式,并对其应用及有关问题进行了讨论。最后给出了算例结果。

起落架落震试验中摩擦系数的控制研究

在起落架落震试验中,轮胎与测力平台之间的摩擦系数是试验重点考核的对象。本文通过在配装有不同粗糙度摩擦台面的测力平台上进行某型主起落架落震试验,对试验结果进行对比分析后,发现了一种可有效控制落震试验中轮胎与测力平台间摩擦系数的方法,能使试验结果满足相关国军标要求,并且成功应用于多个型号的起落架落震试验。

Enhancement of resilient modulus of cohesive soil using an enzymatic preparation

The current study aims to evaluate the dynamic response of stabilized cohesive soil using an enzymatic preparation in terms of resilient modulus.We ran a series of resilient modulus testing according to AASHTO T307 on three types of cohesive soil treated with an enzymatic preparation to investigate its potential on roads construction.The results show significant improvement in the resilient modulus values,estimated at 1.4 to 4.4 times that observed for the untreated soil.Because of the complexity in conducting the resilient modulus measurement,we did a regression analysis to produce reliable correlation formula to predict the resilient modulus for untreated and stabilised soil samples involving stress state.The resilient modulus values for the subgrade materials at the anticipated field stresses were determined using a universal model.The enzymatic preparation was applied in pavement of a sample road and evaluated using the plate load test.SEM analysis for soil samples shows improvement in the soil compaction via reduction of voids between soil particles.XRD analysis shows no major structural changes in the treated soils.The enzymatic preparation contains 43 mg/mL of proteins.We used the SDS-PAGE(sodium dodecyl sulphate polyacrylamide gel electrophoresis)technique to identify the main protein components;however,the presence of interfering materials(surfactants)hinders the separation.

Experimental study of dynamic resilient modulus of subgrade soils under coupling of freeze–thaw cycles and dynamic load

Although the dynamic properties of subgrade soils in seasonally frozen areas have already been studied, few researchers have considered the influence of shallow groundwater during the freeze–thaw(F–T) cycles. So a multifunctional F–T cycle system was developed to imitate the groundwater recharge in the subgrade during the freezing process and a large number of dynamic triaxial experiments were conducted after the F–T cycles. Some significant factors including the F–T cycle number, compaction degree, confining pressure, cyclic deviator stress, loading frequency, and water content were investigated for the resilient modulus of soils. The experimental results indicated that the dynamic resilient modulus of the subgrade was negatively correlated with the cyclic deviator stress, F–T cycle number, and initial water content, whereas the degree of compaction, confining pressure, and loading frequency could enhance the resilient modulus. Furthermore, a modified model considering the F–T cycle number and stress state was established to predict the dynamic resilient modulus. The calculated results of this modified model were very close to the experimental results. Consequently, calculation of the resilient modulus for F–T cycles considering the dynamic load was appropriate. This study provides reference for research focusing on F–T cycles with groundwater supply and the dynamic resilient moduli of subgrade soils in seasonally frozen areas.