黄大铁路黄河特大桥顶推施工分析与监控技术

针对黄大铁路黄河特大桥连续钢桁梁多点同步顶推施工,利用倒拆法建模计算顶推施工全过程,找出主桁杆件在支点处的最大应力值以及导梁悬臂端变形规律和最大变形值,确定出全过程施工中的最不利工况为M2工况;设置变形监测点,监控导梁前段竖向位移变形,实测值基本与理论值吻合,施工线形可控;在M2工况中,将主桁和导梁自重荷载乘以1.35的放大系数,计算主梁在导梁悬臂140m,悬臂160m和导梁上墩20m后的主桁杆件的应力值,并在主桁上设置24个监测点监测杆件应力值,对比发现实测值均略小于理论值,施工过程中材料强度储备是安全可靠的。作为国内最大跨度的平行弦桁架桥顶推成功,对其他同类大跨度桥梁顶推施工具有较高的参考价值。     

某型重机枪身管的多物理场耦合分析

为了研究具有不同厚度铬涂层的某型重机枪身管在高温、高压、高速火药流体作用下的温度场和应力场,采用基于多物理场耦合程序接口MpCCI联合结构计算软件Abaqus和流体计算软件Fluent进行耦合计算的方法,对涂层厚度分别为0.28mm、0.35mm、0.41mm的身管进行流-固-热多物理场耦合仿真计算。通过计算得到了不同铬涂层厚度下身管应力和温度的分布规律。结果表明,借助MpCCI联合Abaqus和Fluent进行多物理场耦合计算的方法是可行的;随着涂层厚度的增加身管内壁的温度和应力依次降低,但在涂层与身管结合处的集中应力逐渐增大。结论对身管的结构设计和寿命预测有一定的指导意义。     

低氮胁迫对粮饲兼用型玉米幼苗生长的影响

选用通辽地区主栽的粮饲兼用型玉米品种郑单958和金山10为试验材料进行无土栽培,研究低氮胁迫对玉米幼苗生物学特性的影响,结果表明:低氮胁迫下,两品种根数、根体积、干重、株高等指标较小,且增长速度远低于高氮处理;随着生育进行,两品种根冠比均随着氮素水平的提高而下降,郑单958玉米幼苗根冠比在0 mmol/L与2 mmol/L、8 mmol/L之间存在显著差异;金山10号根冠比在0.4 mmol/L与8 mmol/L之间存在显著差异,0 mmol/L与8 mmol/L之间存在极显著差异.     

热力管道跨路桥架加固有限元受力分析

热力管道跨路桥架一般采用钢结构桁架,其特点是跨度大,两个方向刚度差别大,目前桥架所属公司经常不把桥架作为热力管道桥架单独使用。如果在已有非热力管道的跨路桥架上面再添加热力管道,合理的计算热力管道荷载,对比加载前后桁架各杆件的受力情况,成为跨路桥架加固方案的关键。本文详细介绍了热力管道的荷载特点及计算,通过对实际工程进行热力管道加载前后有限元模拟受力分析对比,为以后的类似工程提供参考。     

华能海门电厂1000MW超超临界燃煤机组侧煤仓间布置经济性分析

本文通过对海门电厂侧煤仓方案和常规炉前煤仓方案的煤仓间、四大管道及输煤系统等方面的造价进行分析和比较．论证了海门电厂采用的侧煤仓间并结合管带机穿烟囱的方案具有更显著的经济效益，并对煤仓间布置方案的选择提出了建议。     

微型货车后桥壳的应力校核

主要介绍微型货车后桥板簧断面处的应力计算。     

板端砌体局压应力分布研究综述

对混合结构房屋中砌体局部受压的特点进行了介绍。从国外和国内对板端砌体应力分布理论研究、试验研究方面进行了论述。对研究中应进行的相关问题进行了分析。     

The annexins: spatial and temporal coordination of signaling events during cellular stress

Annexins are a family of structurally related, Ca²⁺-sensitive proteins that bind to negatively charged phospholipids and establish specific interactions with other lipids and lipid microdomains. They are present in all eukaryotic cells and share a common folding motif, the “annexin core”, which incorporates Ca²⁺- and membrane-binding sites. Annexins participate in a variety of intracellular processes, ranging from the regulation of membrane dynamics to cell migration, proliferation, and apoptosis. Here we focus on the role of annexins in cellular signaling during stress. A chronic stress response triggers the activation of different intracellular pathways, resulting in profound changes in Ca²⁺ and pH homeostasis and the production of lipid second messengers. We review the latest data on how these changes are sensed by the annexins, which have the ability to simultaneously interact with specific lipid and protein moieties at the plasma membrane, contributing to stress adaptation via regulation of various signaling pathways.     

矿井地应力的分析与应用

以寺河矿西区为例,根据地应力现场实测数据,分析得出了最大主应力与深度之间的变化规律,判断了矿区的应力量级,确定了最大主应力的方向,判别了矿区应力场类型,从而为寺河矿的高产高效矿井建设提供重要的参考资料。     

Visualization of the complex structure and stress field inside rock by means of 3D printing technology

Accurate characterization and visualization of the complex inner structure and stress distribution of rocks are of vital significance to solve a variety of underground engineering problems. In this paper, we incorporate several advanced technologies, such as CT scan, three-dimensional（3D） reconstruction, and 3D printing, to produce a physical model representing the natural coal rock that inherently contains complex fractures or joints. We employ 3D frozen stress and photoelastic technologies to characterize and visualize the stress distribution within the fractured rock under uniaxial compression. The 3D printed model presents the fracture structures identical to those of the natural prototype. The mechanical properties of the printed model,including uniaxial compression strength, elastic modulus,and Poisson’s ratio, are testified to be similar to those of the prototype coal rock. The frozen stress and photoelastic tests show that the location of stress concentration and the stress gradient around the discontinuous fractures are in good agreement with the numerical predictions of the real coalsample. The proposed method appears to be capable of visually quantifying the influences of discontinuous,irregular fractures on the strength, deformation, and stress concentration of coal rock. The method of incorporating3 D printing and frozen stress technologies shows a promising way to quantify and visualize the complex fracture structures and their influences on 3D stress distribution of underground rocks, which can also be used to verify numerical simulations.