混凝土静力与动力损伤本构模型研究进展述评

对混凝土材料在静力和动力载荷作用下的损伤本构关系模型进行了评述.梳理了混凝土本构关系研究的历史脉络和逻辑脉络;归纳总结了在混凝土本构关系研究发展过程中具有代表性意义、并且对重大工程建设具有参考意义的若干混凝土静力和动力损伤本构模型.基于对混凝土材料非线性及随机性的理解和诠释,阐述了混凝土静力和动力本构关系研究的发展趋势.      

基于有限元法的钢管混凝土等效剪切模量研究

提出了一种采用有限元法计算钢管混凝土受剪时等效剪切模量的方法,并对该方法的正确性进行了验证;在分析了各种因素对等效剪切模量影响的基础上,给出了圆形和方形钢管混凝土受剪时等效剪切模量的简化计算公式;与其他得到钢管混凝土剪切模量的方法进行比较,分析了结果不同的原因,表明对钢管混凝土采用有限元计算研究其等效剪切模量的方法更为合理.     

考虑动态参数的混凝土侵彻工程计算

基于圆柱形空腔膨胀理论的侵彻计算采用的混凝土靶材料参数均为混凝土静态力学特性参数,这与弹靶相互作用的动态事实不相符. 考虑混凝土材料应变率敏感性和在动载作用下的动态响应,对圆柱形空腔膨胀模型进行修正,并结合实例进行验算,修正模型理论计算结果与实验结果符合性更好.     

摆动液压缸圆环螺旋流的流动及内泄漏研究

考虑液压油的黏度随温度与压强的变化, 以连续性方程、N-S方程、能量方程为基础,推导出螺旋摆动液压缸内部圆环螺旋流的速度方程及泄漏量方程. 运用大型通用CFD仿真软件fluent对螺旋摆动液压缸内部的圆环螺旋流流场及泄漏规律进行数值仿真. 对螺旋摆动液压缸内螺旋流动的理论计算与仿真结果进行对比分析, 结果表明理论推导正确, 从而为螺旋摆动缸内泄漏及容积耗损提供理论依据.     

混凝土复合靶结构参数对侵彻过载的影响

混凝土复合靶基体靶板的层数和中间粘结层厚度是复合靶能否模拟单一靶的两个重要影响因素, 利用AUTODYN2D仿真软件, 重点研究了这两个因素对弹体侵彻过载的影响. 首先通过已有的实验和理论公式验证了初始仿真模型和材料参数的合理性. 在此基础上, 通过改变基体靶板的层数和中间粘结层厚度建立了多组侵彻复合靶的仿真算例. 通过弹体侵彻速度、过载曲线的对比, 结果表明: 全尺寸深侵彻过载实验中复合靶能够代替单一靶, 但复合靶中间粘结层的厚度不要大于1/2弹头部长度; 当中间粘结层厚度超过弹头部长度1/2时, 弹体侵彻复合靶过载与侵彻单一靶的偏离程度随基体靶板层数的增加而增大, 上述结论可为实验中构建混凝土复合靶提供参考.     

高桩码头不均匀沉降模型实验与数值模拟

以使用5年以上的高桩码头的大管桩为研究对象,采用模型实验的方法对大管桩的不均匀沉降进行了系统研究. 首先通过量纲分析,确定模型实验的各个物理量和相关参数,以及模型材料(PVC管)等; 然后利用电测技术,经过大量实验,获得大管桩的不均匀沉降量和变化规律; 同时,利用数值模拟,分析了大管桩不均匀沉降变化规律,验证了模型实验结果的可靠性, 说明了利用数值模拟方法分析大管桩不均匀沉降是可行的.     

A new model for the analysis of reinforced concrete members with a coupled HdBNM/FEM

As a truly boundary-type meshless method, the hybrid boundary node method (HdBNM) does not require ‘boundary element mesh’, either for the purpose of interpolation of the solution variables or for the integration of ‘energy’. In this paper, the HdBNM is coupled with the finite element method (FEM) for predicting the mechanical behaviors of reinforced concrete. The steel bars are considered as body forces in the concrete. A bond model is presented to simulate the bond-slip between the concrete and steels using fictitious spring elements. The computational scale and cost for meshing can be further reduced. Numerical examples, in 2D and 3D cases, demonstrate the efficiency of the proposed approach.     

Behavior of concrete cylinders confined by a carbon composite 3. Deformability and the ultimate axial strain

Results of an experimental investigation into the mechanical properties of concrete cylinders confined by a carbon-epoxy composite wrapping are presented. It is shown that, for all the con fined con crete spec i mens tested, the loading paths in the normalized stress space follow a single master curve, what ever the concrete strength and confinement intensity. At stresses in the confined concrete exceeding the strength of plain concrete, the tangent modulus was found to depend on the slope angle of the master curve and the asymptotic value of the differential Poisson ratio (the first derivative of the lateral strain with respect to the axial one). Formulas for predicting the ultimate axial strain and the tangent modulus are derived and compared with the corresponding fib (fédération internationale du béton) recommendations. Russian translation published in Mekhanika Kompozitnykh Materialov, Vol. 42, No. 4, pp. 433–448, July–Au gust, 2006.     

随机游走法在混凝土球形骨料投放中的应用

介绍了利用随机游走法进行球形骨料数值模拟投放的方法,并阐述了球形骨料数值模型的生成、投放、游走及有效性判定的条件.骨料模拟投放的算例表明：基于随机游走的球形骨料投放方法能在较少的计算量下获得较高的骨料填充率,骨料投放结果与实际吻合,适用于各种混凝土细观结构的模拟.     

Construction of phase cycles of minimum cycle length: MakeCycle

A magnetic resonance imaging method is presented for imaging of heterogeneous broad linewidth materials. This method allows for distortionless relaxation weighted imaging by obtaining multiple phase encoded k-space data points with each RF excitation pulse train. The use of this method, turbo spin echo single-point imaging-(turboSPI), leads to decreased imaging times compared to traditional constant-time imaging techniques, as well as the ability to introduce spin-spin relaxation contrast through the use of longer effective echo times. Imaging times in turboSPI are further decreased through the use of low flip angle steady-state excitation. Two-dimensional images of paramagnetic doped agarose phantoms were obtained, demonstrating the contrast and resolution characteristics of the sequence, and a method for both amplitude and phase deconvolution was demonstrated for use in high-resolution turboSPI imaging. Three-dimensional images of a partially water-saturated porous volcanic aggregate (T(2L) approximately 200 ms, Deltanu(1/2) approximately 2500 Hz) contained in a hardened white Portland cement matrix (T(2L) approximately 0.5 ms, Deltanu(1/2) approximately 2500 Hz) and a water-saturated quartz sand (T(2) approximately 300 ms, T(2)(*) approximately 800 microseconds) are shown.