Phase diagram of the Li2SO4–Na2SO4 system

The thermal analysis and X-ray powder diffraction studies of the Li₂SO₄–Na₂SO₄ system, including the high-temperature X-ray diffraction technique, have elucidated four phases of variable composition: three solid solutions based on the α-Li₂SO₄, α-Na₂SO₄, and α-LiNaSO₄ high-temperature polymorphs, and a low-temperature β-LiNaSO₄ phase. α-Na₂SO₄-Base solid solution disintegrates into two phases via a monotectoid phase transformation. It is quite probable that the monotectoid process is related to the conversion of the second-order phase transition to the first-order phase transition.     

Static properties and stability of cylindrical ILTDBS reticulated mega-structure with double-layer grid substructures

For the cylindrical intersecting-latticed-three-dimensional-beams-system (ILTDBS) reticulated mega-structure with double-layer plane-plate grid substructures, the configuration, form parameters, the support styles of the main structure, and the support ways of the substructures on the main structure are analyzed firstly in this paper. Then the geometrically nonlinear mechanical model and corresponding stability analysis procedure are developed, and the structural stability including buckling modes, ultimate loads under different kinds of conditions and a series of parametric analyses are researched. Moreover, the general failure conditions of the structure are discussed. Finally the basic static properties of the structure are investigated, and a series of parametric analyses with respect to static properties of the structure are performed. All this work will provide theoretical guidance to the actual engineering application of this structure.     

渗流场求解的改进排水子结构法

针对排水孔孔径小、数目多及渗流自由面位置未知的特点，把能准确模拟排水孔实际渗流行为的改进排水子结构技术与固定网格求解有自由面渗流问题的结点虚流量法相结合，解决了排水孔穿过自由面时渗流场的求解问题。作为推广应用，列举了几种典型的排水子结构模式，给出了两个应用算例     

非杆系钢筋混凝土结构配筋设计方法

针对当前非杆系钢筋混凝土结构配筋设计过程中“弹性应力图形法”无法对材料非线性特征、裂缝形态和钢筋应力等进行分析的不足,提出三维弹性有限元和二维非线性有限元方法相结合的复合型配筋设计方法。通过对复合型方法中“弹性应力等效原则”和“平面子结构理论”的研究,从理论上论证了复合型设计方法的可行性和合理性,给出了具体的技术路线和计算分析流程,并通过程序开发解决了三维弹性有限元计算结果和二维非线性有限元模型之间过渡环节数据管理和传递的问题。将此方法应用在龙滩导流隧洞进水口结构和苏通大桥桥墩承台结构配筋设计和优化中,对不同配筋情况下结构的裂缝形态、裂缝宽度、裂缝深度和钢筋应力等进行了深入研究,并以此得出了最优的配筋设计方案。     

筒体结构上部结构基础与桩筏共同作用的分析

通过对筒体结构上部结构、基础与桩筏共同作用的分析，详细介绍了子结构法，并建立了共同作用基本方程。指出共同作用分析方法特别适用于高层建筑结构。     

有限长度预拉杆部分自复位PEC柱组合框架中间层抗震性能试验研究

为研究部分包裹混凝土（partial encased concrete,PEC)柱-钢梁有限长度预拉杆部分自复位连接组合框架中间层抗震机理,考虑耗能件形式和PEC柱布置方式,设计制作了3榀1∶2缩尺比例组合框架中间层子结构试件并进行水平低周往复荷载试验。基于试验结果,对试件的滞回特征、自复位功效、耗能能力进行了对比分析。研究表明：T形件螺栓孔的合理设置可有效实现“设计地震水平下通过耗能件耗能减震,大震水平下连接转化为承压型受力模式”的设计目标;部分自复位连接预拉杆预应力决定自复位功效,而辅助耗能件仅影响其耗能发展进程; PEC柱布置方式对部分自复位功效和耗能能力影响较小,验证了卷边PEC柱较好地改善了双向刚度的差异;T形件对穿螺栓与预拉杆传力方式促使节点区混凝土更好地形成斜压带传力模式和节点加强板增强了节点区混凝土约束的双重作用使得节点区较好地达到了“强节点”抗震要求;所有试件加载至设计地震水平下层间侧移限值1/50时,其整体与层间残余侧移最大值分别为0.21%和0.11%,基本满足了自复位结构残余侧移0.2%的要求,而加载超过大震水平下层间侧移限值的1/30时,所有试件承载能力仍继续增大,其整体与层间残余侧移最大值分别为0.86%和0.42%,即所有试件层间仍具有良好的自复位功效。     

用弗雷德盐沉降去除水体中镉的絮凝形态

用微/纳结构的弗雷德盐乳液作吸附-絮凝剂以絮凝法去除水体中重金属镉。结果表明,弗雷德盐絮凝沉降镉的去除率达97.8%。背散射与点能谱的研究表明,弗雷德盐在水处理过程中经历了溶解-再结晶,形成稳定性更高的六方柱形方解石和无定型氢氧化铝。水体中部分镉离子吸附或共沉淀在六方柱形方解石表面;另有部分镉离子吸附或共沉淀在水解生成的无定形氢氧化铝胶体中。XRD谱图比较证实,还有部分镉以类质同象取代方解石中的钙进入晶格。     

基于美国规范的桥梁下部结构计算

分析了美国公路桥梁设计规范(AASHTO),采用MIDAS软件,对某项目桥梁下部结构设计进行了介绍,并针对美国规范和中国规范进行了比较,为公路桥梁设计者了解美国规范提供参考。     

Two-points-based receptance coupling method for tool-tip dynamics prediction

Tool-tip frequency response function (FRF) is essential to predict chatter vibration in milling. This key input can be acquired by experimental tests, but a new test has to be performed for every tool clamped on the machine. To avoid such time-consuming procedures, receptance coupling methods have been developed, allowing coupling of the experimental dynamic response of the machine to the numerical model of the tool. Such techniques require joint rotation response, which is hard to experimentally identify. Inversion of receptance coupling technique is usually performed on additional experimental measurements to overcome this issue. This procedure amplifies measurement uncertainties, reducing accuracy of the coupling approach. In this article, a novel receptance coupling technique is presented. Machine and toolkit are connected through two distinct points, eliminating the experimental phase and computation of rotational degrees of freedom (DOFs). Only translation responses are required, acquired by a single test setup. Proposed technique was experimentally validated on different case studies.     

等效力控制方法在连梁阻尼器拟动力子结构试验中的应用

等效力控制方法用反馈控制求解拟动力试验隐式逐步积分方法的非线性方程,避免了复杂耗时的迭代过程。这篇文章成功应用等效力控制方法完成了以连梁阻尼器为试件的拟动力子结构试验,检验了其对双肢剪力墙结构的减震效果。这篇文章介绍了等效力控制方法原理和一些关键参数的选取方法,介绍了装有连梁阻尼器的双肢剪力墙结构模型,并对此结构模型进行了拟动力子结构试验。研究结果表明：通过合理选取等效力控制器和力-位移转换系数,等效力控制方法具有很好的稳定性和精度;连梁阻尼器对双肢剪力墙结构反应有很好的控制效果。