冲击波载荷作用下固支正交各向异性薄板挠度特性分析

根据能量原理,采用层合板理论和薄板大变形理论,对四边固支的矩形正交铺层的纤维增强复合材料薄板在爆炸冲击波作用下的弹性大变形进行理论分析,得到了层合板的最大挠度计算公式。有限元数值模拟计算表明,理论计算结果与有限元数值模拟的结果吻合较好,因此该方法可用来对复合材料板在弹性范围内的最大挠度进行预测,同时认为根据薄板的最大挠度,可以计算板的应力(应变)分布和复合材料板失效时的爆炸载荷。     

复合材料帽形加筋梁强度及刚度实用计算与试验

利用变形协调方程,推导了复合材料帽形加筋梁的等效弯曲刚度公式,建立了复合材料帽形加筋梁的应力、挠度计算公式.计算了均布荷载作用下,不同边界条件下复合材料帽形加筋梁的应力和挠度,并进行了帽形加筋梁的三点弯曲强度试验.对比分析了数值计算结果和试验结果,结果表明:理论计算结果和试验结果吻合较好,说明该方法以及推导的计算公式是可靠的,易于在复合材料船体初步设计阶段中使用.     

泵转子流固弱耦合计算与分析

为了探索流固弱耦合计算在推进泵上应用的可行性和有效性,完成了某转子静强度、动强度和振动模态计算与分析。首先,完成泵稳态和瞬态流场CFD计算,提取水动力载荷数据;然后,采用流固弱耦合方法对结构完成稳态和瞬态计算,提取静应力和动应力以及最大变形,校核静强度和动强度;最后,完成流固耦合条件下转子模态分析,得到模态频率和特征振型。结果表明：转子叶片最大应力位于叶根处、最大位移位于叶梢截面近随边处;转子叶片应力满足材料的强度要求,变形量小于叶顶间隙值;湿模态振型与干模态基本一致,但振型幅值明显降低、模态频率降低。该流固弱耦合计算方法能够用于泵转子结构设计与振动谐响应分析,有助于提升设计质量。     

夹芯复合材料圆柱壳在静水压力下的承载能力试验

为研究极限复合材料圆柱壳在静水压力下的损伤现象和机理,首先基于钢制耐压壳比重大以及声学和磁学性能差的缺点,提出了使用夹芯复合材料圆柱壳作为潜水器耐压壳的新型结构形式;然后,采用试验研究,比较了两种模量芯材的夹芯复合材料圆柱壳结构在静水压力下的承载能力;最后,根据两种壳体的特点,设计了两种不同的试验方案进行试验,得到了壳体的失效载荷,并通过应变片测定了壳体复合材料表层上相应测点在试验过程中的应变数据。得到以下结果:HW-S01壳体受到屈曲效应的破坏,而HW-055壳体由于局部复合材料应力过载而失效;HW-S01壳体的试验失效荷载为1.34 MPa,HW-055壳体的失效载荷为11.2 MPa。试验结果表明:该夹芯复合材料圆柱壳有能力承受超过1 000 m水深的静水压力,可以对大潜深潜水器全复合材料耐压壳的设计研究提供参考。     

环肋轴对称组合壳塑性极限分析的弹性模量调整有限元方法

基于轴对称截锥壳单元,以单元横截面峰值应力为等效应力,建立了弹性模量调整有限元方法,应用Fortran语言编制了有限元软件用于计算环肋轴对称组合壳的塑性极限载荷.该方法根据组合壳的应力分布情况调整轴对称壳单元和肋骨单元的弹性模量,并进行一系列的弹性迭代计算,计算收敛后即可以得到环肋轴对称组合壳的塑性极限载荷.通过对算例的计算证明:该方法具有良好的收敛性和较高的效率,计算结果与试验结果吻合较好.     

断裂复合材料层压板贴片快速修复工艺研究

采用CMR-1A复合材料热补仪和3234/G814复合材料预浸料贴片,对完全断裂的复合材料层压板进行双面修复。通过正交试验法获得了最佳修复工艺参数:固化温度为130℃;固化时间为80 min;贴片层数为5层(单面);真空度为0.04 MPa;贴片长度为50 mm。对优化工艺参数进行试验验证,结果表明:复合材料层压板拉伸强度从0 MPa增加到320.84 MPa,提高了57.29%;LY12CZ铝合金和45钢板拉伸强度恢复率分别为96%和75.53%。     

不同裂解温度对制备SiCf/Si-O-C复合材料性能研究

以聚硅氧烷为先驱体,研究先驱体转化过程中在不同的裂解温度下对制备SiCf/Si-O-C复合材料性能影响.结果表明,当裂解温度在700℃、800℃时,陶瓷基复合材料的弯曲强度分别为255.2 MPa、309.0 MPa;当裂解温度在1000℃时,陶瓷基复合材料的弯曲强度为45.3 MPa.对SiCf/Si-O-C复合材料的微观结构及载荷-位移曲线进行分析,发现界面结构是影响SiCf/Si-O-C复合材料性能的主要因素.     

纤维增强SiO2气凝胶隔热复合材料的制备及其性能

将无机陶瓷纤维与SiO2溶胶混合,经超临界干燥制备了SiO2气凝胶隔热复合材料。SiO2气凝胶纤细的骨架颗粒减少了固态热传导,纳米级孔减少了气体热传导和对流传热,同时无机陶瓷纤维减少了辐射传热。SiO2气凝胶复合材料具有良好的隔热性能,其200℃和800℃的热导率分别为0.017W/m.K和0.042W/m.K。纤维的加入提供了力学支撑,高温处理增强了气凝胶骨架强度,材料在常温和高温下均具有良好的力学性能,其常温的拉伸、弯曲和抗压强度分别为1.44MPa、1.31MPa和0.98MPa(10%应变),800℃的拉伸、弯曲和抗压强度分别为1.95MPa、1.80MPa和1.42MPa(10%应变)。     

夹芯复合材料T型接头侧弯损伤机理及强度特性分析

针对复合材料夹芯板材构件的侧弯承载和坚固连接要求,设计了弧形过渡区增强型T型胶接接头。建立了夹芯复合材料T型接头数值模型,模拟了其在侧弯载荷作用下的损伤产生、扩展及失效过程,并对夹芯复合材料T型接头试件进行了静态侧弯试验。结果表明:接头发生初始损伤的线载荷强度为44~47N/mm,损伤发生后接头的刚度值发生折减(降低约28%~32%),此时接头的承载能力仍在上升;试件界面完全剥离载荷强度较初始损伤线载荷强度略有增加(线载荷强度范围为54~62N/mm)。数值计算与试验结果吻合,表明弧形过渡区是夹芯复合材料T型接头最薄弱的部位,易发生破坏;初始损伤将首先出现在弧形过渡区复合材料表层,随着层间裂纹的扩展,过渡区复合材料与芯材的复合界面处出现剥离破坏并向自由端端部界面扩展,这是导致夹芯复合材料T型胶接接头失效的最主要原因。     

复合材料单面胶接修复含中心裂纹铝合金板的疲劳特性分析

利用ANSYS有限元分析软件,建立了复合材料单面胶接修复铝合金裂纹板的裂纹长度参数化的有限元模型,分析了修复结构的裂纹尖端应力强度因子及其变化幅值的规律;与试验测试结果相结合,得到了描述修复结构疲劳特性的Paris公式材料常数;碳纤维、玻璃纤维复合材料胶接修复铝合金裂纹板的材料常数C、m分别为6.76×10-10、2.27和7.89×10-10、2.33。     

Research on the influences of confining pressure and strain rate on NEPE propellant: Experimental assessment and constitutive model

In order to study the influences of confining pressure and strain rate on the mechanical properties of the Nitrate Ester Plasticized Polyether (NEPE) propellant, uniaxial tensile tests were conducted using the self-made confining pressure system and material testing machine. The stress-strain responses of the NEPE propellant under different confining pressure conditions and strain rates were obtained and analyzed. The results show that confining pressure and strain rate have a remarkably influence on the mechanical responses of the NEPE propellant. As confining pressure increases (from 0 to 5.4 MPa), the maximum tensile stress and ultimate strain increase gradually. With the coupled effects of confining pressure and strain rate, the value of the maximum tensile stress and ultimate strain at 5.4 MPa and 0.0667 s⁻¹ is 2.03 times and 2.19 times of their values under 0 MPa and 0.00333 s⁻¹, respectively. Afterwards, the influence mechanism of confining pressure on the NEPE propellant was analyzed. Finally, based on the viscoelastic theory and continuous damage theory, a nonlinear constitutive model considering confining pressure and strain rate was developed. The damage was considered to be rate-dependent and pressure-dependent. The constitutive model was validated by comparing experimental data with predictions of the constitutive model. The whole maximum stress errors of the model predictions are lower than 4% and the corresponding strain errors are lower than 7%. The results show that confining pressure can suppress the damage initiation and evolution of the NEPE propellant and the nonlinear constitutive model can describe the mechanical responses of the NEPE propellant under various confining pressure conditions and strain rates. This research can lay a theoretical foundation for analyzing the structural integrity of propellant grain accurately under working pressure loading.     

Zr基块体非晶合金屈服行为及屈服准则研究

为了明确块体非晶合金屈服行为与屈服准则的关系,对非晶合金屈服强度间相互关系以及试验中拉伸和压缩断裂面与最大剪应力作用的45°倾斜面的偏离角度进行分析,应用滑移线间断场理论和Mises屈服条件计算出拉伸颈缩断裂面与载荷轴夹角和块体非晶合金实验结果的一致性,利用Coulomb屈服条件计算出的单轴压缩断裂面倾斜角与实验结果相吻合,确定块体非晶合金在不同应力状态下遵循不同的屈服准则:在拉伸条件下该块体非晶合金遵循Mises屈服准则;在压缩条件下遵循Coulomb屈服准则。     

DIP引脚应变分析

为了研究双列直插式元件在振动冲击环境下的可靠性,首先通过建立其物理模型,利用莫尔积分方法对引脚的变形进行分析,可以得到引脚任意位置的变形量;而后建立元件的实体模型,利用有限元方法对其应力应变进行仿真分析,结果表明在外载荷作用下,引脚是元件的薄弱环节,尤其在引脚与其他部位连接位置处易出现应力集中使其应变量较大,导致可靠性降低;最后进行振动冲击环境下的应变测量试验,在30 g的冲击载荷下,引脚的最大变形量可达66.47×10-6,在50 g的冲击载荷下,引脚的最大变形量可达173.95×10-6,在扫频过程中,当激振频率为146.48 Hz时,引脚的变形量最大。     

Multiobjective optimization of friction welding of UNS S32205 duplex stainless steel

The present study is to optimize the process parameters for friction welding of duplex stainless steel(DSS UNS S32205).Experiments were conducted according to central composite design.Process variables,as inputs of the neural network,included friction pressure,upsetting pressure,speed and burn-off length.Tensile strength and microhardness were selected as the outputs of the neural networks.The weld metals had higher hardness and tensile strength than the base material due to grain refinement which caused failures away from the joint interface during tensile testing.Due to shorter heating time,no secondary phase intermetallic precipitation was observed in the weld joint.A multi-layer perceptron neural network was established for modeling purpose.Five various training algorithms,belonging to three classes,namely gradient descent,genetic algorithm and LevenbergeM arquardt,were used to train artificial neural network.The optimization was carried out by using particle swarm optimization method.Confirmation test was carried out by setting the optimized parameters.In conformation test,maximum tensile strength and maximum hardness obtained are 822 MPa and 322 Hv,respectively.The metallurgical investigations revealed that base metal,partially deformed zone and weld zone maintain austenite/ferrite proportion of 50:50.     

磺化酚醛树脂的研究:高效减水剂的制备及其对混凝土工作度和力学性能的影响

制备了以磺化酚醛树脂为基础的3种高效减水剂,该高效减水剂能显著地减少用水量和改善混凝土工作度以及力学强度.测试结果显示:随掺量的增加,混凝土抗压强度在一定范围内有明显的提高,然后增加较慢或有所下降;混凝土的抗折、抗拉、抗剪强度以及与钢筋的粘接强度均高于对照空白样.同硅灰、磨砂矿渣相结合还获得了抗压强度大于100MPa、流动性好的超高强混凝土.     

复合陶瓷含片状夹杂共晶体的理论断裂强度

应用四相模型法研究含片状夹杂复合共晶体的细观应力场．在基体、界面相和片状夹杂为各向同性的条件下,得到细观应力分布规律,并表现出明显的尺度效应．应用位错塞积理论研究片状夹杂内的位错运动,通过两相界面处位错塞积产生的应力集中确定其在基体内产生的最大张应力,导致基体首先被破坏失效,当基体内最大张应力等于分子理论的断裂强度时,得到共晶体断裂强度的理论表达式．结果表明：含片状夹杂共晶复合陶瓷强度随夹杂厚度增加而减小．     

活性粉末混凝土200（RPC200）的配制试验研究

进行了活性粉末混凝土(RPC)的配制试验,通过5批试件分别探讨砂灰比、石英粉、硅灰、水胶比和钢纤维等因素单值变化时对RPC流动度以及抗折强度、抗压强度的影响.研究表明:在常规制作工艺条件下,配制出抗压强度和抗折强度分别为145.6 MPa和26.68MPa的无纤维RPC;当钢纤维含量为6%时,RPC的抗压强度和抗折强度分别达到了201.3MPa和73.67 MPa.     

液体火箭发动机涡轮叶片结构特性的有限元分析

为了提高液体火箭发动机的可靠性、可用性以及可维护性而进行的发动机寿命预估与减损控制研究,需要对发动机的零(部)件进行结构特性分析。通过建立某型液体火箭发动机涡轮转子叶片的有限元分析模型,分别进行无阻尼自由振动下的模态分析、无阻尼强迫振动下的谐波响应分析与有阻尼强迫振动下的瞬态响应等结构动特性分析,得到涡轮转子叶片的固有频率及与之对应的振型、谐波响应与瞬态响应。     

Effect of transverse compression on the residual tensile strength of ultrahigh molecular weight polyethylene (Dyneema® SK-76) yarns

Ballistic impact induces complex stress states on fiber-based armor systems. During impact fibers undergo multiaxial loading which includes axial tension, axial compression, transverse compression, and transverse shear. Transverse compression induced by the projectile leads to permanent deformation and fibrillation of fibers resulting in degradation of material tensile strength. Previous work (Sockalingam et al. Textile Res. J 2018) has shown a reduction of 20% in the tensile strength of Dyneema® SK76 single fibers subjected to 77% nominal transverse compressive strains. Experimental investigation of quasi-static transverse compression on Dyneema® SK-76 yarns, unconstrained in the lateral direction, indicate an average of 4% reduction in tensile strength of yarns compressed to 77% nominal strains. In this work we use finite element modeling techniques to understand the difference in residual tensile strength between single fibers and yarns observed in laterally unconstrained transverse compression experiments. Finite element study of the transverse compression response of single fibers and yarns indicate that local strains developed in fibers within the yarn are much lower than the local strains developed in single fibers subjected to a given nominal strain and may explain the less reduction in strength observed in yarns.