不同应力状态下的高强钢板断裂机理及预测

板料成形过程的宏观断裂行为依赖于其微观断裂机理,因此成形过程模拟中的断裂准则的准确选择对于断裂预测具有重要意义。以高强钢TRIP780板料为研究对象,设计从剪切到拉伸应力状态的五种断裂试验,结合宏观拉伸试验和扫描电子显微镜（Scanning electron microscope,SEM）分析研究不同应力状态下TRIP780板料的断裂机理,得到不同应力状态下正应力和切应力与断裂机理的关联关系,引入正应力与切应力的影响构建MMC断裂准则,应用于板料压剪应力区间的断裂行为预测。结果表明,反映断裂机理的MMC准则能适用于板料压剪和拉剪变形应力状态下断裂失效的准确预测。     

r面蓝宝石衬底上生长的a面ZnO巨大的平面内光学各向异性

我们在室温下测量采用反射差分光谱测量了r面蓝宝石衬底上生长的a面氧化锌的平面内光学各向异性。由于a面氧化锌为C2v对称性,我们观察到在平行c轴的方向和垂直于c轴的方向存在巨大的平面内光学各向异性。在带隙处观察到了非常尖锐的跃迁振荡信号,这个信号来源于偏振相关的能带移动。激子跃迁产生了尖锐的线形。谱线的拟合和微分光谱给出了偏振相关的带隙能量。垂直于c轴和平行于c轴方向上的各向异性应变产生了巨大的平面内光学各向异性。介电函数模型给出了拟合的结果,估计了带隙附近的偏振度。     

Designing Thin,Ultrastretchable Electronics with Stacked Circuits and Elastomeric Encapsulation Materials

Many recently developed soft, skin‐like electronics with high performance circuits and low modulus encapsulation materials can accommodate large bending, stretching, and twisting deformations. Their compliant mechanics also allows for intimate, nonintrusive integration to the curvilinear surfaces of soft biological tissues. By introducing a stacked circuit construct, the functional density of these systems can be greatly improved, yet their desirable mechanics may be compromised due to the increased overall thickness. To address this issue, the results presented here establish design guidelines for optimizing the deformable properties of stretchable electronics with stacked circuit layers. The effects of three contributing factors (i.e., the silicone interlayer, the composite encapsulation, and the deformable interconnects) on the stretchability of a multilayer system are explored in detail via combined experimental observation, finite element modeling, and theoretical analysis. Finally, an electronic module with optimized design is demonstrated. This highly deformable system can be repetitively folded, twisted, or stretched without observable influences to its electrical functionality. The ultrasoft, thin nature of the module makes it suitable for conformal biointegration.     

Design of pseudo-ternary and quaternary alloys by superlattices consisting of (zn,cd)(s,se) binary ii–vi compounds

Theoretical design of pseudo-ternary and quaternary alloys by superlattice structures consisting of (Zn,Cd)(S,Se) binary II–VI compounds has been studied. For pseudo-ternary ZnCdS and ZnCdSe alloys, the superlattices with two layers in a cycle, i.e., ZnS/CdS and ZnSe/CdSe are considered, and for pseudo-quaternary ZnCdSSe alloy, the two superlattice structures with more than two layers in a cycle are considered. In order to design and evaluate these superlattices, the expression for the equilibrium in-plane lattice constant of these superlattices has been derived by minimizing the total elastic strain energy in the cycle. The combinations of layer thicknesses in a cycle and the effective bandgap of these superlattices have been calculated while the elastic strain effect was included. The usefulness of these superlattice structures has been evaluated.     

冲击载荷作用下三维空间梁有限变形的运动方程

根据Lee的有限变形弹塑性连续体的最小加速度原理,建立了三维空间直梁在任意横向动力载荷作用下的运动方程,通过与本构方程和由Green应变定义的几何方程相匹配,从而可以描述梁的扭转变形和在两个互相正交平面的弯曲变形问题,因而可对横向冲击载荷作用下的梁进行三维动力分析,也可做为侧向弯扭屈曲分析和计算的基础。     

爆炸冲击荷载作用下拱结构的弹塑性动力响应研究

采用数值模拟方法,研究拱结构在爆炸冲击荷载作用下的弹塑性动力响应。结构动力屈曲临界荷载由B-R 准则判定。研究结果表明:拱结构的动力响应过程可划分为4 个典型阶段,即弹性振动阶段、弹塑性稳定振动阶段、反直观动力响应阶段和压溃破坏阶段,拱结构反直观动力响应是其发生动力屈曲以后处于不稳定平衡状态中的一种动力响应模式;爆炸冲击持续时间越长,拱结构动力屈曲临界荷载越小;当冲击持续时间在某一范围内时,结构发生动力屈曲以后会出现反直观动力响应;爆炸冲击持续时间太长或太短,结构发生动力屈曲以后将不会出现反直观动力响应,即结构一旦发生屈曲就会出现毫无征兆的突然破坏,动力屈曲临界荷载就是动力失效荷载。     

弯剪复合载荷作用下复合材料层合板屈曲的强度校核方法

基于复合材料各向异性板的大挠度方程，采用Ritz法和最小势能原理推导出了正交各向异性复合材料层合板在面内弯曲载荷作用下临界屈曲弯矩的解析解；给出了面内弯剪复合载荷作用下复合材料层合板屈曲的强度校核方法，并将本文方法所得结果与用有限元法（FEM）所得结果进行了比较。结果表明，本文方法与有限元方法相吻合，并且形式简洁，便于工程应用。     

Buckling and spanning capacity of cantilevered vertical plates under body forces

This work is concerned with the elastic buckling of cantilevered, vertical, rectangular plates under body forces. In solving this buckling problem, the Ritz method is first used to determine the in-plane stress distributions that are needed to evaluate the potential energy of the body forces. The next step again uses the Ritz method for the buckling analysis. Buckling factors, hitherto not available for the aforementioned plate problem, are presented. The results can be used to shed light on the maximum spanning capacity of cantilevered standing plates under body forces.     

两层通高区群柱面外稳定性能与设计方法研究

在高层筒中筒结构中由于某一层楼板抽空,导致两层通高区中外筒框架柱无明确面外支撑,此时通高区群柱面外失稳往往成为结构设计的控制因素之一.该文针对等轴压的两层多跨平面群柱模型,首先通过理论推导得出各柱面外等效支撑刚度的表达式,将两层群柱的面外稳定性研究模型简化柱跨中带侧向弹簧支撑的轴压单柱模型;然后,运用既有单柱简化模型的...     

Inelastic initial local buckling of skew thin thickness-tapered plates with and without intermediate supports using the isoparametric spline finite strip method

In this paper, skew isotropic plates subjected to in-plane loadings are analyzed using a stability analysis based on the isoparametric spline finite strip method, which includes inelasticity. Using this method, the initial inelastic local buckling of skew plates with or without intermediate line supports is studied based on Ramberg–Osgood representation of the stress–strain curve using the deformation theory of plasticity. Stiffness and stability matrices are formulated by energy expressions using the small deflection theory. The effect of tapered section on the local buckling of skew plates is taken into account. Finally, the inelastic local buckling loads of these plates are obtained and the results are compared with known solutions in the literature.