冷弯薄壁型钢中间加劲板件有效面积计算方法

基于超薄壁高强冷弯型钢槽形截面轴压构件承载力试验研究,参考美国冷成型钢结构构件设计规范、澳洲冷成型钢结构规范和北美冷成型钢结构构件设计规范的计算方法,并结合我国现行《冷弯薄壁型钢结构技术规范》的三类不同加劲板件的有效面积计算公式,对中间加劲板件有效面积的合理计算方法进行了探讨,提出了与我国现行规范有效面积计算方法相一致...     

基于声辐射模态的板加筋位置优化

为了降低筋板结构振动辐射噪声,提出了两种加筋位置优化模型。一种采用遗传算法直接搜索辐射声功率最小时的加筋分布;另一种取声辐射模态的辐射效率作为优化各阶声功率的加筋数权重,然后采用遗传算法逐阶搜索声辐射模态的声功率最小时的加筋分布。对一典型板结构,使用这两种优化模型进行加筋位置优化的数值计算。计算结果表明了两种优化模型的有效性;并分析了加筋位置对各阶声辐射模态的声功率的影响。在加筋位置优化的基础上,采用声功率灵敏度进一步优化了筋的结构参数。     

带肋薄壁和普通方钢管混凝土柱的经济性比较

分别考虑截面尺寸相同、混凝土强度不同以及材料强度相同、截面尺寸不同两种设计方案.根据当前福建省材料市场供应和加工价格,分别计算了在轴压和偏压典型工况条件下的带肋薄壁方钢管混凝土柱与普通方钢管混凝土柱的造价,并进行了比较.结果表明:在截面尺寸相同的条件下,带肋薄壁方钢管混凝土的工程造价可比普通方钢管混凝土的减少约25%;而在材料强度相同的情况下,工程造价可减少10%左右.     

基于变密度法的平模台振加强筋布局优化

针对混凝土预制构件水平成型振动台(简称平模台振)振动效果改进的问题,提出了通过优化振动台面加强筋布局来提高其振动效果的方法.基于变密度拓扑优化法,建立以加强筋单元相对密度为设计变量,振动台面柔度最小为目标的优化模型,并进行灵敏度分析,采用最优准则法求解优化模型;根据拓扑优化结果,对振动台面加强筋进行布局优化,获得了合理...     

复合材料三角形网格加筋圆锥壳体位移型稳定性方程及其总体稳定性分析

本文采用Donnell型扁壳理论,首先利用最小势能原理和广义平均筋条刚度法推导出用位移分量表示的复合材料三角形网格加筋叠层圆锥壳体的稳定性方程,考虑了蒙皮最一般的拉弯与拉扭耦合关系和加筋筋条的偏心效应,并讨论了该方程的基本性质.根据外压实验观察结果,通过选取适当的位移分量表达式,并运用Galerkin法分析了在均布外压作用下复合材料三角形网格加筋叠层圆锥壳体总体稳定性,得到了临界载荷的解析表达式,并对某一类C/E复合材料三角形内网格加筋圆锥壳体的临界外压进行了计算,所得理论值与实验结果很好地吻合.最后,讨论了有关参数对临界载荷的影响.本文所建立的新方程和所得结果对于航空航天结构非常有用.     

复合材料后压力框加筋元件双轴拉伸试验与模拟

试验针对应用在飞机后压力框上的碳纤维织物复合材料的力学特性和设计压力框壳体加强筋的刚度匹配问题,本文设计了十字形的试件,并开展了双轴拉伸试验,测试分析了试件中心位置含有不同尺寸加强筋时对刚度和强度的影响。依照试验条件,建立有限元模型,以中心位置未加筋试件为基准,探讨了两种尺寸筋条增强效果的差异。试验与模拟结果表明:在双轴拉伸载荷作用下,帽型加强筋明显提高了试件刚度和强度;两种筋条尺寸的差异对于试件刚度和强度的影响不明显;根据重量最小的原则,在同等条件下使用较小尺寸加强筋更为合适;有限元模拟与试验结果吻合良好,验证了本文提出的试验和模拟方法可用于复杂应力条件下织物复合材料结构的力学性能分析。     

Constructal design method dealing with stiffened plates and symmetry boundaries

A new computational procedure for modelling the structural behavior of stiffened plates with symmetry boundary conditions is here presented. It uses two-dimensional finite elements as a way to decrease computational time without losing precision thanks to a relatively small number of elements applied for analyzing out-of-plane displacements (deflections) and stresses. Adding, the constructal design method was included in the procedure, together with the exhaustive search technique, with the scope to optimize the stress/strain status of stiffened plates by design changes. For the purpose, a reference plate without stiffeners was initially design and used as starting point. Part of the volume was reshaped into stiffeners: thickness was reduced maintaining unchanged weight, length and width. The main goal was to minimize strains and stresses by geometric changes. Results demonstrated that, thanks to this design procedure, it is always possible to find an adequate geometry transformation from reference plate into stiffeners, allowing significant improvements in mechanical behavior.     

帽形加劲复杂卷边槽钢柱的稳定性能

为进一步了解帽形加劲复杂卷边槽钢柱的受力性能,利用ANSYS有限元分析软件对帽形加劲复杂卷边槽钢柱在轴压和偏压状态下的稳定性能进行分析.研究了立柱长度、板件宽厚比、截面类型以及偏心距对帽形加劲复杂卷边槽钢柱的稳定承载力、破坏模式及变形等性能的影响.研究结果表明: 在板件厚度不变时,C2截面构件的承载效率相比C1截面构件提高了10%~20%,C3截面构件相比C1截面构件提高了40%~50%.腹板帽形加劲复杂卷边槽钢柱的承载力最大发生在负偏心一侧,而腹板及翼缘帽形加劲复杂卷边槽钢柱在正偏心处承载力最大.     

Optimization of the static and dynamic characteristics of plates with isogrid stiffeners

In this paper, the orientation angles of stiffeners arranged in the form of isogrid configuration over a flat plate are selected to optimize the static and dynamic characteristics of these plates/stiffeners assemblies. The static characteristics are optimized by maximizing the critical buckling loads of the isogrid plate, while the dynamic characteristics are optimized by maximizing multiple natural frequencies of the stiffened plate.

A finite element model is developed to describe the statics and dynamics of Mindlin plates which are stiffened with arbitrarily oriented stiffeners. The model is used as a basis for optimizing separately or simultaneously the critical buckling loads and natural frequencies of the plates per unit volume of the plates/stiffeners assemblies.

Numerical examples are presented to demonstrate the utility of the developed model and optimization procedures. The presented approach can be invaluable in the design of plates with isogrid stiffeners for various vibration and noise control applications.     

圆孔蜂窝钢梁补强分析

提出了两种蜂窝梁的补强方法——端部实腹蜂窝梁和孔边设置横向加劲肋．利用ANSYS程序分析补强前后的圆孔蜂窝钢梁．得出端部实腹梁的受力性能优于设置横向加劲肋的梁的结论．