基于半数值方法的限弯器剪弯刚度分析

柔性管缆限弯器存在接触非线性导致剪弯刚度分析困难。为此先基于悬臂梁方程建立剪弯刚度理论模型;然后构建考虑接触边界的锁合结构数值模型,得到其扭转刚度曲线;最后结合理论分析和数值计算求得考虑接触非线性的限弯器剪弯刚度曲线,并同传统的整体数值方法相比较,验证该半数值分析方法的有效性。对比发现基于半数值方法的限弯器剪弯计算效率远高于传统数值方法,其结果误差也满足工程需求;并且限弯器锁合结构处受接触边界影响有明显的非线性;限弯器子梁这一短梁结构基于Timoshenko梁理论计算的结果精度更高也更保守。相较于传统数值方法,该半数值方法用方程直接表达部分参数与剪弯刚度关系,并可以高效地分析限弯器剪弯刚度,使设计工作更加高效。     

基于网络药理学探讨黄芪桂枝五物汤治疗雷诺病的作用机制

目的：运用网络药理学方法探讨黄芪桂枝五物汤治疗雷诺病的作用机制。方法：通过TCMSP数据库检索黄芪、桂枝、白芍、大枣、生姜的活性成分及其靶点,通过Geencards、OMIM数据库获取雷诺病主要靶点,将药物靶点与疾病靶点取交集得到黄芪桂枝五物汤治疗雷诺病的靶点,利用STRING数据库分析蛋白质相互作用,构建PPI网络图,运用Metascape数据库对交集靶点进行GO、KEGG分析,使用Cytoscape软件绘制药物成分-疾病靶点-通路网络图。结果：黄芪桂枝五物汤治疗雷诺病的主要活性成分为β-谷甾醇、山柰酚、芒柄花素、槲皮素等,主要靶点为TNF、IL6、JUN、AKT1、CXCL8、VEGFA、PTGS2等,主要涉及IL-17、VEGF、MAPK、PI3K-Akt、血小板激活、流体剪切应力与动脉粥样硬化等信号通路。结论：本研究初步反映黄芪桂枝五物汤治疗雷诺病的多个成分、靶点、通路的作用机制,为临床研究提供理论支持。     

微塑料添加对小麦苗期生长及干物质分配的影响

土壤环境中微塑料污染已成为全球关注的环境问题。关于微塑料对于植物生长的直接影响和由于土壤理化性状改变的间接影响研究已逐步开展,但针对小麦的研究鲜见报道。试验选择两个旱地小麦品种(甘春27和禾尚头)作为研究对象,选取高密度聚乙烯作为微塑料添加,设置3种质量浓度(0、1、4 g·kg^-1)开展盆栽试验,对不同微塑料组合处理下小麦的出苗率、株高、全株生物量和地上/地下干物质分配进行了分析。结果表明：(1)微塑料添加对两个品种出苗率没有影响。(2)禾尚头在添加1 g·kg^-1微塑料时比添加0、4 g·kg^-1时全株生物量分别高46.7%、8.5%,甘春27在添加1 g·kg^-1微塑料时比添加0、4 g·kg^-1时全株生物量分别高28.7%、17.2%;甘春27整体比禾尚头在3种浓度处理下全株生物量分别高24.9%、9.6%、1.5%。(3)不同试验处理条件下,甘春27将更多的干物质分配在地上植株的构建,其在地下(根系)和地上(茎叶)部分的分配比例整体小于禾尚头。整体上,适度微塑料添加可...     

腾格里沙漠南部格状沙丘的形态演变及移动特征

沙丘的形态变化与移动蕴含区域风沙环境和地貌演化的关键信息,是风沙地貌研究的重要内容。以腾格里沙漠南缘的长格状和方格状沙丘为研究对象,利用风况资料和Google Earth卫星影像,监测2009—2020年两种格状沙丘的形态变化并分析其移动特征。结果表明：(1)腾格里沙漠西南缘和东南缘的主风向均为西北风,长格状沙丘分布区的次风向为东南风,方格状沙丘分布区次风向为东风和东南风,都属于低风能环境、中变率风况。西南部风能环境大于东南部,研究区近10年风动力呈衰减趋势。(2)格状沙丘的主副梁长度和间距在增加,其中,长格状沙丘高度增加,方格状沙丘高度在降低。沙丘主梁向东偏移,副梁向南偏移,形态整体保持稳定。(3)长格状沙丘平均移动速率为1.57～1.71 m·a^-1,方格状沙丘平均移动速率为1.63～2.01 m·a^-1,沙丘平均移动方向与合成输沙方向基本一致,沙丘的体积是造成移动速率差异的主因。     

氧化铝粉对微孔方镁石—镁铝尖晶石耐火骨料显微结构和性能的影响

以盐湖轻烧MgO粉和煅烧Al2O3粉为原料制备了4组微孔方镁石－镁铝尖晶石耐火骨料(镁铝尖晶石5 wt.%~20 wt.%),并采用XRD、SEM和压汞仪等研究了煅烧Al2O3粉添加量(3.7 wt.%,7.7 wt.%,12.1 wt.%和16.8 wt%)对其显微结构和性能的影响。煅烧Al2O3粉在骨料内部形成多孔状镁铝尖晶石颗粒,增加其添加量,可增大微孔骨料的显气孔率,降低体积密度。尽管多孔状镁铝尖晶石微颗粒与MgO微颗粒间存在微裂纹,降低了耐火骨料的抗折强度,但该多孔镁铝尖晶石微颗粒能够诱导微孔骨料中微裂纹产生偏转和裂纹分支,在经受热震冲击时,能改善微孔骨料的热震稳定性。当煅烧Al2O3粉的添加量为7.7wt.%时,微孔方镁石－镁铝尖晶石耐火骨料拥有最佳的综合性能,其体积密度为3.23 g/cm3,中位孔径为386.1 nm,抗折强度为45.2 MPa,800 °C导热系数为10.5 W/(m·K),热震后抗折强度保持率最高(97.0%)。     

航空地球物理勘探在南极调查中的应用

航空地球物理勘探是认识极地区域构造的重要技术手段.在回顾和分析南极航空地球物理勘探发展历史与现状的基础上,总结归纳了航空地球物理勘探在南极地区取得的主要成果.归纳出南极地壳结构研究、南极古大陆重建与恢复、南极火山与岩浆作用调查和南极冰架与地质相互作用研究等4方面典型实例,航空地球物理勘探为南极地区域地质构造研究提供了有...     

Harmful algal bloom-forming dinoflagellate Prorocentrum donghaiense inhibits the growth and photosynthesis of seaweed Sargassum fusiformis embryos

Journal of Oceanology and Limnology - Harmful algal bloom (HAB) is an ecological disaster to local mariculture. At present, its impact on macrophytes has not been well studied. In this study, we...     

Improvement of pseudo-static method for slope stability analysis

traditional In this paper, two drawbacks pseudo-static method （vertical of the slice method） in the slope stability evaluation have been studied. First, the sliding mass is divided into vertical slices according to this method, which is irrational to some extent in the seismic design of slope. Second, only peak ground acceleration （PGA） is considered, and the effects of shaking frequency and duration on slope stability are neglected. And then, based on the theory of elastic wave and the summarized geological model, this paper put forwards an improved method of pseudo-method by using the theory of elastic wave and Hilbert-Huang transform. The improved pseudostatic method gives reasonable considerations to the time-frequency effects of seismic wave and its rationality has been verified by the shaking table test. This method can evaluate the safety of a slope, the happening time and the scale of landslides. At the same time, this method also can improve the high accuracy of the evaluation of the safety of the slope.     

Spatial and temporal variations of coastlines in northern China (2000-2012)

This study examined the spatial distribution of the continent coastline in northern China using remote sensing and GIS techniques, and calculated the fractal dimension of the coastline by box-counting method, with a time span from 2000 to 2012. Moreover, we analyzed the characteristics of spatial-temporal changes in the coastline's length and fractal dimension, the relationship between the length change and fractal dimension change, and the driving forces of coastline changes in northern China. During the research period, the coastline of the study area increased by 637.95 km, at a rate of 53.16 km per year. On the regional level, the most significant change in coastline length was observed in Tianjin and Hebei. Temporally, the northern China coastline grew faster after 2008. The most dramatic growth was found between 2010 and 2011, with an increasing rate of 2.49% per year. The fractal dimension of the coastline in northern China was increasing during the research period, and the most dramatic increase occurred in Bohai Rim. There is a strong-positive linear relationship between the historical coastline length and fractal dimension (the correlation coefficient was 0.9962). Through statistical analysis of a large number of local coastline changes, it can be found that the increase (or decrease) of local coastline length will, in most cases, lead to the increase (or decrease) of the whole coastline fractal dimension. Civil-coastal engineering construction was the most important factor driving the coastline change in northern China. Port construction, fisheries facilities and salt factories were the top three construction activities. Compared to human activities, the influence of natural processes such as estuarine deposit and erosion were relatively small.