航空用复合材料加筋板冲击后剩余剪切强度研究

为准确预测受冲击后复合材料结构的剩余强度,以航空用复合材料加筋壁板为研究对象,基于层内损伤和内聚力理论,建立了冲击-剪切全过程仿真分析模型,并通过开展冲击-剪切试验,进行了结果对比分析．结果表明：冲击-剪切全过程仿真分析模型中第一分析步可以较为精确地预测出冲击试验的凹坑深度、分层损伤面积以及损伤外观形貌;同时,第二/三分析步也可以较为精确地预测出冲击后剪切试验的破坏载荷、破坏模式．     

含多椭圆孔(核)复合材料加筋层板的应力集中研究

基于各向异性体平面弹性理论中的复势方法,应用杂交变分原理建立了一种与常规有限元相协调的含任意椭圆核各向异性板杂交应力有限元,采用该杂交应力有限元来描述层板的椭圆核区域,采用杆单元来描述加强筋(杆单元的刚度取为层板沿筋条方向的刚度),其余区域采用常规8节点等参单元进行模拟,建立起分析含多椭圆核复合材料加筋壁板问题的力学分析方法,详细讨论了椭圆核大小、位置、筋条尺寸、相对位置、铺层比例等诸参数的影响规律,得到了一些有益的结论。     

复合材料加筋壁板的优化设计

本文用简化的方法,考虑了受压及压剪联合作用的复合材料加筋壁板的总体屈曲和局部屈曲、材料强度、刚度、轴向应变等因素以及其它工程要求的影响,用数学规划法提出壁板的优化设计问题,用乘子罚函数法求解。以石墨-环氧帽型加筋板为例,所得优化设计结果与NASA得出的最优曲线一致,证明了所用方法的可靠性,并可进一步推广应用于工程实践。     

复合材料层板基于剩余刚度比的剩余强度模型

本文从唯裂 学的观点提出了一个复合材料疲劳剩余刚度衰退模型,根据该模型导出了基于疲劳乘余刚度比的复合材料层合板疲劳剩余强度概率分布模型,给出了确定该模型中各参数的计算方法,根据该模型可预报复合材料层合板在某一应力水平的疲劳载荷作用下疲劳剩余刚度比为某一确定值时的疲劳剩余强度概率分布。为验证该模型的合理性,用典型复合材料层合板做了几组疲劳实验,并用实验数据对模型中的参数进行了估计,计算结果证明,该模型预报的疲劳剩余强度概率理论分布与实验结果符合较好。     

变厚度壁板损伤容限特性研究

从损伤容限设计概念出发，进行了变厚度壁板的裂纹尖端应力强度因子、剩余强度、裂纹扩展寿命分析，充分讨论等重量设计原则下变厚度壁板的可靠性、安全性，提出变厚度壁板损伤容限设计原则。给出的变厚度壁板应力强度因子是由基本构型因子组合而成，由此可以直观地看出各参数地影响，同时为工程应用中获取应力强度因子提供简洁有效的途径。     

复合材料机翼加筋壁板稳定性分析

利用工程及有限元方法分别分析了加筋壁板整体和局部稳定性.分析发现:在有限元计算中模型边界条件的选取对分析结果有着较大的影响.通过大型有限元软件MSC.Patran/Nastran,计算了不同边界条件下加筋壁板稳定性,将结果与工程计算结果比较,得到一种有限元分析稳定性中较合适的模型及边界条件.同时运用论证的有限元模型及边界条件,分析了相同横截面积下,不同桁条设计方案的壁板整体稳定性,结果显示桁条横截面设计对加筋壁板的稳定性有着很大的影响.     

大开口复合材料加筋壁板稳定性分析

运用大型有限元软件Patran/Nastran分析了大开口复合材料加筋壁板的稳定性,并对不同加筋方式下壁板屈曲特征值和屈曲模态图进行了比较。结果表明:补强提高了大开口复合材料壁板的稳定性,但往往无法达到很好的效果,需要通过加筋改善其稳定性;加筋复合材料壁板稳定性较原有模型有较大提高;加筋大开口复合材料壁板屈曲特征值随筋条距开口中心距离的增加而减小,其屈曲分界线均位于筋条布置处;纵筋大开口复合材料加筋壁板一阶屈曲特征值为2.13,而横筋只达到1.08;纵筋布置对复合材料壁板稳定性影响明显高于横筋布置,可在实际工程应用中适当增加纵筋的布置。     

含分层损伤复合材料层合板剩余压缩强度研究

准确预测含分层损伤层合板的剩余压缩强度,对复合材料具有十分重要 意义。本文基于层合板一阶剪切理论,建立了一种考虑复合材料多种损伤的含分层层合板刚度退化模型,通过数值算例分析了分层屈曲临界载荷与材料强度极限的关系以及刚度退化对含分层层合板前后屈曲行为的影响。     

考虑强度与固化变形的复合材料加筋壁板铺层优化方法

加筋壁板是复合材料飞行器主承力构件的主要结构形式,通过复合材料铺层参数设计可以有效优化壁板的强度,但铺层参数的变化也会影响壁板的固化变形.因此,复合材料加筋壁板铺层设计过程中需要综合考虑整体强度和固化变形.本文针对复合材料加筋壁板结构,建立了失效分析模型和固化变形分析模型;基于实验设计方法、NSGA-Ⅱ遗传算法以及上述...     

复合材料加筋板极限压缩承载能力可靠性分析

基于Abaqus软件用户子程序,利用渐进失效分析方法对复合材料加筋板极限压缩承载能力进行预测。算例分析表明,对于加筋板1和2,本文方法给出的极限压缩强度与实验结果的误差分别为2.53%和1.68%。在结构可靠性分析过程中,为提高计算效率,利用屈曲载荷与极限压缩强度之间的关系建立功能函数,只需对极限压缩承载能力进行一次分析。对于加筋板1和2,本文方法相对经典可靠性方法的计算误差分别为-1.04%和-1.01%,计算时间仅为经典可靠性方法的1.18%和1.66%。     

Reliability assessment of post-buckling compressive strength of laminated composite plates and stiffened panels under axial compression

A method for reliability assessment of the post-buckling compressive strength of laminated composite plates and stiffened panels under axial compression is presented in the paper. The prediction of the post-buckling compressive strength is performed by a progressive failure analysis which was developed based on a progressive stiffness degradation model and a nonlinear finite element analysis with a new explicit through-thickness integration scheme. A method coupled with the finite element analysis is proposed for reliability assessment where a finite difference method combined with an improved first-order reliability algorithm that omits the non-important random variables but retains sufficient accuracy was developed for reliability estimation. Two numerical examples are described demonstrating the capabilities of the method developed.     

含预置损伤复合材料加筋板的单轴压缩屈曲分析

通过试验和有限元方法分析了单轴压缩下加筋板的失效模式.研究了三种预置损伤位置及四种损伤尺寸的复合材料T型加筋板的线性及非线性屈曲行为,比较了损伤对临界屈曲载荷和最大失效载荷的影响.研究结果表明:损伤位置在桁条间蒙皮时,损伤的尺寸对其临界屈曲载荷和最大失效载荷影响较小;损伤位置在桁条区蒙皮时,加筋板的临界屈曲载荷随损伤尺寸的增加而明显降低,最大降低50%;损伤位置在桁条边凸缘处蒙皮时,加筋板最大失效载荷所受影响随损伤尺寸的增加而明显降低,最大降低25%.从而得到了复合材料加筋板临界屈曲载荷比和最大失效载荷比与损伤位置及尺寸的关系图.     

A direct complex stress function approach for modelling stiffened panels containing multiple site damage

The analysis of stiffened panel structures containing multiple site damage (MSD) is addressed through the complex variable method, in association with the requirement for displacement compatibility. The method is extended by replacing the usual single crack stress and displacement functions by those for a series of arbitrary straight collinear cracks which are used to model exactly the main and secondary crack damage in the sheet. It is shown that the problem can be reduced to a system of linear equations for the unknown forces at the attachment points between the sheet and the stiffener from which the stress intensity factor of the collinear cracks can be determined. The stress intensity factor and the attachment force distribution are determined for several configurations and compared with those from numerically based approaches.     

Stability and residual strength of panels with straight and curved cracks

Loss of local stability and residual strength of panels with a through crack in tension is studied whereby the crack can take different configurations, namely, straight, inclined and curved. The critical stresses corresponding to buckling and crack initiation are determined. Here, buckling corresponds to the panel deflecting out of its own plane.     

Buckling analysis of discretely stiffened composite curved panels under compression and shear

An analytical method for the buckling discretely thin-wall stiffened composite curved panels under compression and shear is presented by use of finite strip-element method.In the report a simplified scheme for complex displacement functions is developed. It enables that computation to be performed in real number algebra easily. And a simple and easy way to satisify the boundary conditions is introduced.Numerical results are given and are in good agreement with available data.     

复合材料加筋板壳结构的后屈曲强度及破坏分析程序系统

本文介绍适用于复合材料（含各向同性材料）层合加筋板壳结构的后屈曲强度及破坏分析的程序系统（ＣＯＭＰＯＳＳ程序系统）的功能特点、原理和结构，通过一个受压剪载荷作用的加筋层合矩形板的破坏分析，并与试验结果作了比较，说明该程序系统的正确、可靠性     

考虑损伤和界面脱粘的复合材料加筋板稳定性试验与模拟研究

对复合材料帽型加筋板的压缩稳定性进行了试验研究,并在包含复合材料多种损伤模式和胶层损伤的条件下,对加筋板失稳及损伤演化特征开展了有限元分析.试验与模拟结果表明:在加筋壁板失稳前,基体、纤维、加强筋和壁板之间的胶层均未产生明显损伤,加筋板的失稳会导致快速的损伤演化;壁板近表面损伤较内部严重,胶层界面脱粘降低了壁板的极限承载能力;考虑损伤的模拟结果与试验相符性好,证明了该方法的可行性和有效性.     

A novel method for residual strength prediction for sheets with multiple site damage: Methodology and experimental validation

A unified method for solving the strip yield model for collinear cracks in finite and infinite sheet is proposed. The method is based on the weight function of a single crack. Two collinear cracks in finite and infinite sheets are used to apply and verify this method. The plastic zone size, crack opening displacement and stress distribution along the ligament between cracks obtained by using the present method are extensively compared with existing available results and finite element solutions, and very good agreements are observed. Combined with the Crack Tip Opening Angle (CTOA) criterion, the unified method is used to predict the crack growth behavior and residual strength for 2024-T3 aluminum alloy sheet with Multiple Site Damage (MSD). Thirty-two sheets with four types of MSD are designed and tested to verify this method. It is shown that the present method is able to predict various crack growth behaviors observed in experiment. The predicted residual strengths are within 9% of the corresponding test results. Compared to the elastic–plastic finite element method, the present method is much more efficient.