基于位移控制边界单元法盾构隧道开挖引起分层土体变形分析

考虑地基土体非均质性的影响,基于弹性层状半空间地基模型,提出分析多层地基中盾构隧道开挖引起周围土体不排水变形的位移控制边界单元法,改变了过去采用简化分析方法仅能在均质地基中进行求解的状况。针对盾构隧道开挖边界引入椭圆化非等量径向土体位移移动模式,建立层状地基中洞周边值问题的边界积分求解方程,并采用高阶等参单元代替低阶常分布单元得到边界离散方程,同时以弹性层状半空间地基模型的基本解代替常规均匀介质体的Kelvin或Mindlin基本解,最终求得隧道洞周给定位移条件下的土体位移场。算例分析表明:位移控制边界单元法在计算均质地基和非均质层状地基中都具有较好的精度;对于非均质层状地基,如果采用以往的将不同土体参数近似折算成平均值进而按照弹性均质地基进行求解会带来较大的计算误差。研究成果可为合理评估盾构隧道施工对周围环境的影响提供一定的理论依据。

杭州文晖大桥的施工控制研究

本文利用计入预应力及混凝土的收缩徐变的平面杆系有限元理论,对杭州市文晖大桥结构进行分阶段施工仿真分析.通过结构的敏感度分析和模型修正使计算模型向实际结构逼近,在此基础上对索力调整值进行优化,可为后期施工的索力调整提供更加真实可靠的理论依据,最后根据计算模型与实际结构状况的对比来提出PC斜拉桥施工控制中值得注意的问题.

基础教育设施布局规划——以沧州市主城区教育专项规划为例

建议通过人口出生率,而不是现行《城市居住区规划设计规范》中按照"千人指标"的方法进行基础教育设施配建。另外,本文通过举例的方法讲解如何通过控制单元控制方法对教育设施进行弹性及刚性相结合的控制。

综放工作面瓦斯涌出规律分析

为给解决高瓦斯单一低透气性难抽煤层综放开采工作面上隅角瓦斯积聚难题提供数据支持,采用控制单元体法,进行立体网格状的测点布置,对某工作面瓦斯浓度三维分布进行了测定和分析,绘制了瓦斯浓度分布等值线图,根据数据分析结果及瓦斯守恒方程和风量守恒方程,获得了采煤时采空区瓦斯涌出总量为1.77 m3/min;煤壁瓦斯涌出量为2.30 m3/min;落煤瓦斯涌出量为1.87 m3/min;工作面风排瓦斯总量为11.88 m3/min;工作面落煤、煤壁和采空区瓦斯涌出量的比值分别为31.5%、38.7%、29.8%。

三维六向编织预成型件纱线运动规律分析

从三维六向编织预成型件的编织规律入手,采用控制体积单元法分析了预成型件中纱线的运动轨迹,并通过实验观察进行了验证。同时,通过实验观察了预成型件中纱线的实际形态,为三维六向编织预成型件单胞模型的建立奠定了一定的基础。

Study on LQR control algorithm using superelement model

The conventional linear quadratic regulator(LQR) control algorithm is one of the most popular active control algorithms.One important issue for LQR control algorithm is the reduction of structure's degrees of freedom(DOF). In this work, an LQR control algorithm with superelement model is intended to solve this issue leading to the fact that LQR control algorithm can be used in large finite element(FE) model for structure. In proposed model, the Craig-Bampton(C-B) method, which is one of the component mode syntheses(CMS), is used to establish superelement modeling to reduce structure's DOF and applied to LQR control algorithm to calculate Kalman gain matrix and obtain control forces. And then, the control forces are applied to original structure to simulate the responses of structure by vibration control. And some examples are given. The results show the computational efficiency of proposed model using synthesized models is higher than that of the classical method of LQR control when the DOF of structure is large. And the accuracy of proposed model is well. Meanwhile, the results show that the proposed control has more effects of vibration absorption on the ground structures than underground structures.

Simulation of the Crashing of Sandwich Structures under Impact Loads by Movable Cellular Automata

Movable cellular automata (MCA) method is applied in the analysis of dynamic characters of ceramic armor composite structures under impact loading. As a new approach, MCA is different from the traditional numerical methods such as the finite element method and boundary element method. Based on the theory of particle mechanics, MCA is applied as a powerful tool in solving specific structural analysis of materials loss and penetrating damages. In this paper the method is used to study responses of multi-layered ceramic plates as a base of armor structures under impact loading, thus assisting further investigations in the crashing process and to improve ceramic armor structures.

注射条件对LCM工艺非饱和流动特性影响

双尺度多孔纤维预制体填充过程中延迟浸润的非饱和流动现象,对基于树脂流过区域为完全饱和区域的充模理论及模拟方法提出了挑战。通过控制体/有限单元(CV/FE)法结合沉浸函数实现了液体模塑成型工艺(LCM)中非饱和填充浸润的数值模拟,并对比了恒压下的实验结果,验证了其可靠性。分析讨论了注射口压力、流量和液体黏度对双尺度多孔纤维织物非饱和填充浸润特性的影响。结果表明:在允许误差内,该数值模拟结果可靠,可用于分析讨论各因素对双尺度多孔织物非饱和流动特性的影响;填充浸润过程中,纤维织物内部非饱和区域长度并非保持不变,而是随着填充浸润的进行经历了4个变化过程;不同注射条件下,压力、流量及黏度对非饱和流动特性影响不同。研究结果对合理控制注射条件及流体特性实现双尺度多孔纤维预制件的完全浸润具有指导意义。