Ultimate flexural strength of normal section of FRP-confined RC circular columns

Numerical analysis is carried out to study the sectional properties of the fiber-reinforced polymer（FRP）-confined reinforced concrete（RC）circular columns. The axial load ratio, the FRP confinement ratio and the longitudinal reinforcement characteristic value are the three main parameters that can influence the neutral axis depth when concrete compression strain reaches an ultimate value. The formula for computing the central angle θ, corresponding to the compression zone, is established according to the data regression of the numerical analysis results. The numerical analysis results demonstrate that the concrete stress enhancement from transverse confinement and strain hardening of the longitudinal reinforcement can cause a much greater flexural strength than that defined by the design code. Based on the analytical studies and the test results of 36 large scale columns, the formula to calculate the flexural strength when columns fail under seismic loading is proposed, and the calculated results agree well with the test results. Finally, parametric studies are conducted on a typical column with different axial load ratios, longitudinal reinforcement characteristic value and FRP confinement ratios. Analysis of the results shows that the calculated flexural strength can be increased by 50% compared to that of unconfined columns defined by the code.

Impact of emulsification of crude oil on normalized radar cross section

The emulsification of crude oil is caused by the oil flowing into the water,resulting in the increase of oil film tension,viscosity,water content,and volume,which brings great harm to the marine ecological environment and difficulties for the cleanup of marine emergency equipment.The realization observation of emulsification crude oil will increase the response speed of marine emergency response.Therefore,we set up crude oil emulsification samples to study the physical property in laboratory and conducted radar measurements at different incidence angles in outdoor.The radar is C band in resolution of 0.7 m by 0.7 m.A fully polarimetric scatterometer(HH,VV,and VH/HV)is mounted at 1.66 m(minimum altitude)height at an incidence angle between 35°and 60°.An asphalt content of less than 3%crude oil and the filtered seawater were used to the outdoor emulsification scattering experiment.The measurement results are as follows.The water content can be used to describe the process of emulsification and it is easy to measure.Wind speed,asphalt content,seawater temperature,and photo-oxidation affect the emulsifying process of crude oil,and affects the normalized radar cross section(NRCS)of oil film but wind is not the dominant factor.It is the first time to find that the emulsification of crude oil results in an increase of NRCS.

Three-Dimensional and Cross-sectional Characteristics of Normal Grain Growth Based on Monte Carlo Simulation

An appropriate Monte Carlo method was developed to simulate the three-dimensional normal grain growth more completely. Comparative investigation on the three-dimensional and the cross-sectional characteristics of normal grain growth was done. It was found that the time exponent of grain growth determined from cross-section exhibits the same rule of increasing slowly with time and approaching the theoretical value n = 0.5 of steadygrain growth as the three-dimensional (3-D) system. From change of the number of grains per unit area with timemeasured in cross-section, the state of 3-D normal grain growth may be predicted. The gtain size distribution incross-section is different from that in 3-D system and can not express the evolution characteristic of the 3-D distribution. Furthermore, there exists statistical connection between the topological parameters in cross-section and thosein three-dimensions.

Experimental Study on Shear Mechanical Properties and Section Morphology of Coal Samples

The mechanical properties of rocks under cyclic and dynamic loading are important research topics for solving the structural stability of large engineering rocks. As underground mining in coal mines goes deeper, ground stresses are increasing and instability damage of coal rocks by shear loading is frequent. Therefore, in order to investigate the shear mechanical properties and section morphological characteristics of intact coal samples in the direct shear test, the RDS-200 rock direct shear instrument was used to carry out direct shear tests on intact coal samples under different normal stresses, and the shear section was scanned for three-dimensional morphology. The results show that: 1) from the strength characteristics, the peak shear strength of the coal samples increased linearly with increasing normal stress, and the residual shear strength increased logarithmically. 2) In terms of deformation characteristics, the peak shear displacement of the coal sample increases linearly with increasing normal stress, the pre-peak shear stiffness increases logarithmically, and the residual normal displacement decreases linearly. 3) From the morphological characteristics of the shear surface, with the increase of normal stress, the section transitions from high-order undulating to flattening type. The maximum height of the fracture surface profile and kurtosis coefficient of the shear section decreased linearly, and the profile area ratio and root mean square of slope decreased as a power function, i.e. the higher the normal stress, the smaller the undulation of the section, the sharpness of the roughness shape and the roughness coefficient JRC, and the flatter and smoother the section. The findings of this study can help to provide some reference for the evaluation of shear instability occurring in coal bodies under different normal stresses.

粘铝合金板加固RC梁抗弯性能试验及正截面承载力

为了探讨铝合金板厚度与端部U形铝合金箍板构造对RC梁破坏机理及抗弯性能的影响,对16根铝合金板加固RC梁进行了4点弯曲静力加载试验。在试验梁底铝合金板的表面以及试验梁跨中截面的顶面、侧面粘贴应变片,在试验梁底跨中、梁顶两端支座布置百分表。为了推导铝合金板加固RC梁的正截面承载力计算式,基于试验得到的破坏机理,通过引入6个基本假定,分析了5种不同破坏模式的相对受压区高度。建立了各破坏模式下铝合金板加固RC梁的正截面承载力计算式,并将其与引入文献中的试验结果进行了对比分析。结果表明:试件破坏形态包括适筋破坏、端部铝合金板与结构胶剥离、端部铝合金板与梁剥离及中部铝合金板剥离4种情况;当端部设置U形铝合金箍板时,可有效抑制端部铝合金板发生剥离,使钢筋与铝合金板的材料性能得到充分发挥,试件承载力与延性明显提升;当铝合金板厚度分别为2~6 mm时,试件承载力随铝合金板厚度的增加而提高;端部设置U形铝合金箍板可有效防止端部铝合金板发生剥离,但试件仍可能会出现中部铝合金板剥离现象;当试件出现适筋破坏特征时,试件抗弯承载力的计算值与试验值比值均在1以下。本研究所提计算式具有明显的规律性和适用性,可为工程实际设计提供参考。

阴式子宫瘢痕妊娠病灶切除联合子宫修补术治疗Ⅱ型/Ⅲ型剖宫产瘢痕妊娠患者的临床疗效

目的分析阴式子宫瘢痕妊娠病灶切除联合子宫修补术治疗Ⅱ型/Ⅲ型剖宫产瘢痕妊娠(CSP)患者的临床疗效及对患者术后恢复的影响,以期为临床制定CSP的治疗方案提供参考。方法回顾性选取2018年6月—2020年6月衡水市第二人民医院收治的103例Ⅱ型/Ⅲ型CSP患者,根据治疗方式不同分为对照组(50例)和研究组(53例)。对照组患者采用子宫动脉化疗栓塞术联合超声引导下清宫术治疗,研究组患者采用阴式子宫瘢痕妊娠病灶切除联合子宫修补术治疗。比较2组患者的临床疗效、手术指标、术后恢复情况以及治疗前后的孕酮、β-人绒毛膜促性腺激素(β-HCG)水平,同时比较2组患者随访2年的子宫瘢痕妊娠复发及正常妊娠情况。结果研究组患者的治疗总有效率为90.56%(48/53),高于对照组的74.00%(37/50),差异有统计学意义(χ^(2)=4.896,P=0.027)。2组患者治疗前孕酮及β-HCG水平比较,差异无统计学意义(P>0.05);2组患者治疗后孕酮及β-HCG水平均低于治疗前,且研究组均低于对照组,差异均有统计学意义(P<0.05)。研究组患者术中出血量少于对照组,手术时间长于对照组,下床时间、住院时间均短于对照组,差异均有统计学意义(P<0.05)。研究组患者术后正常月经恢复时间、阴道出血时间、β-HCG恢复正常时间、宫腔肿块消失时间均短于对照组患者,差异均有统计学意义(P<0.05)。研究组患者随访2年子宫瘢痕妊娠复发率为0(0/53),低于对照组患者的14.00%(7/50),差异有统计学意义(χ^(2)=5.904,P=0.015)。研究组患者随访2年正常妊娠率为66.04%(35/53),高于对照组34.00%(17/50),差异有统计学意义(χ^(2)=10.564,P=0.001)。结论阴式子宫瘢痕妊娠病灶切除联合子宫修补术治疗Ⅱ型/Ⅲ型CSP患者疗效显著,可减少患者术中出血量,促进患者术后恢复,且降低子宫瘢痕妊娠复发风险,提高正常妊娠率。

大青山山前断裂土右旗西段莲花山探槽揭露的古地震事件及年龄

大青山山前断裂位于河套盆地北缘,晚第四纪以来活动强烈,前人对该段古地震特征做过较多研究,但是因测年技术手段限制,以及在同一断层剖面拥有较多能有效约束古地震事件的测年数据较少、且能揭露出较多古地震事件的剖面偏少。本文通过对大青山山前断裂土右旗西段莲花山东侧古地震探槽的开挖,利用光释光年代学数据对古地震事件进行有效约束,并结合前人在该段探槽的年代数据,运用断层逐次限定法综合分析,得出土右旗西段断裂距今约11 500年发生了5次古地震事件,平均复发间隔2 260年。该段断裂5次古地震事件由新到老分别为:1.28~1.42 ka、3.41~3.60 ka、4.08~5.01 ka、8.26~9.32 ka和10.70~11.30 ka。最新一次活动事件应该为公元849年地震。同时,探槽揭露该段断层呈正断层性质,倾角在∠58°~∠77°之间。根据经验公式,包头段、土右旗西段和土左旗西段的潜在发震能力分别在M_W6.8~7.1、M_W6.8~7.1和M_W7.1~7.2左右。本文经验公式得出的震级偏小,可能存在级联破裂,后期需进一步结合其他手段对大青山山前断裂西段的危险性进行综合评价。

滚珠丝杠滚道法向截面测量系统

为了实现滚珠丝杠滚道法向截面的快速、精确和无损检测,建立基于光学测微计的滚珠丝杠滚道法向截面测量系统。基于滚珠丝杠滚道法向截面测量原理设计了检测装置,对原有滚道法向截面数据处理算法进行优化,提出了角度划分圆弧方法、圆弧数据均匀化方法。对检测装置中传感器安装误差、水平移动平台直线度误差、传感器误差进行分析,并进行误差补偿。最后,通过实验验证检测装置和优化后的算法组成的整个检测系统的精度。实验结果表明:算法优化后检测系统测得的滚道法向截面参数,随着划分圆弧的角度增加最终收敛。算法优化后检测系统测得的圆弧半径和接触角与厂家提供的误差最大值分别为3.6μm和19′31″,相对算法优化前提升率分别为64.36%和53.46%;测得的圆弧半径和接触角标准偏差最大值分别为1.56μm和2′41″,相对算法优化前提升率分别为22.77%和56.67;测得的圆弧半径和接触角的A类不确定度最大值分别为0.63μm和1′6″,相对于算法优化前分别降低56%和70%。滚道法向截面检测系统的精度、重复性和不确定度均满足测量要求。

汉江上游平水期浮游植物群落特征及水质生物评价

探究平水期汉江上游浮游植物群落结构特征和水质状况,为汉江上游水源涵养区水生态环境管理提供参考。于2020年4月对汉江汉中段干流及11条主要支流的浮游植物和水体理化指标进行调查分析。结果显示:汉江汉中段干支流共检出浮游植物6门35属51种,物种组成为硅藻-绿藻型,优势种为小环藻(Cyclotella sp.)、舟形藻(Navicula sp.)、尖针杆藻(Synedra acus)、箱型桥弯藻(Cymbella cistula)、棒胶藻(Rhabdogloea sp.)、二角多甲藻(Peridinium bipes)、四尾栅藻(Scenedesmus quadricauda)以及卵形隐藻(Cryptomonas ovata)。浮游植物细胞密度为0.39×10^(6)~3.59×10^(6)个/L,生物量为0.39~3.49 mg/L。Shannon多样性指数(0.64~2.15)和Pielou均匀度指数(0.28~0.81)变化趋势一致,干流略低于支流。结合水体理化指标、营养状态指数、污染指示种以及多样性指数对水质进行综合评价,汉江汉中段干支流处于轻度污染~α-中污染状况,营养状态为轻度富营养。RDA与Spearman相关性分析表明,TN是影响浮游植物群落结构及动态的主要环境因子。

基于基尔霍夫模型矩形截面微纳米螺旋机械性质的研究

三维微纳米螺旋材料具有超弹性、长程线性弹性、超强机械稳定性,属于材料科学研究前沿领域之一。论文基于基尔霍夫弹性细杆理论研究了微纳米螺旋材料的机械性能。通过建立矩形横截面副法线和法线螺旋结构模型,以SiGe/Si/Cr纳米螺旋材料作为研究对象,定量考察其负载能力,计算了胡克常数。分析其在轴向受力情况下胡克常数随轴向相对伸长率的变化。计算结果发现两种螺旋胡克常数并非恒定量,其中,副法线螺旋的线性弹性区域较大,在此区域胡克常数几乎不变。因此,矩形副法线螺旋具有更好的线性弹性,更利于机械系统的相关应用。

非标准马蹄形断面水力计算研究

以滇中引水工程楚雄段-昆明段非标准马蹄形断面为研究对象,采用几何分割法对该马蹄形断面的水力要素进行了推理,推导出任意水深所对应水力要素表达式。同时,采用三分试算法计算了该断面正常水深,试算过程采用C#编程来实现。考虑到马蹄形断面正常水深计算的复杂性,采用拟合优化原理推导出正常水深的直接计算公式。计算结果表明:在该公式的适用范围内计算该断面正常水深的最大相对误差为0.496%,同时整个计算区间内89.3%以上计算点相对误差小于0.24%,精度相对较高,可以满足实际工程的需要。

Study of the ability of SWOT to detect sea surface height changes caused by internal solitary waves

Surface Water and Ocean Topography(SWOT)is a next-generation radar altimeter that offers high resolution,wide swath,imaging capabilities.It has provided free public data worldwide since December 2023.This paper aims to preliminarily analyze the detection capabilities of the Ka-band radar interferometer(KaRIn)and Nadir altimeter(NALT),which are carried out by SWOT for internal solitary waves(ISWs),and to gather other remote sensing images to validate SWOT observations.KaRIn effectively detects ISW surface features and generates surface height variation maps reflecting the modulations induced by ISWs.However,its swath width does not completely cover the entire wave packet,and the resolution of L2/L3 level products(about 2 km)cannot be used to identify ISWs with smaller wavelengths.Additionally,significant wave height(SWH)images exhibit blocky structures that are not suitable for ISW studies;sea surface height anomaly(SSHA)images display systematic leftright banding.We optimize this imbalance using detrending methods;however,more precise treatment should commence with L1-level data.Quantitative analysis based on L3-level SSHA data indicates that the average SSHA variation induced by ISWs ranges from 10 cm to 20 cm.NALTs disturbed by ISWs record unusually elevated SWH and SSHA values,rendering the data unsuitable for analysis and necessitating targeted corrections in future retracking algorithms.For the normalized radar cross section,Ku-band and four-parameter maximum likelihood estimation retracking demonstrated greater sensitivity to minor changes in the sea surface,making them more suitable for ISW detection.In conclusion,SWOT demonstrates outstanding capabilities in ISW detection,significantly advancing research on the modulation of the sea surface by ISWs and remote sensing imaging mechanisms.

基于混合相态降雨粒子的降雨分布反演算法

针对深对流降雨垂直结构特点,并考虑SAR降雨测量的正演模型(即归一化雷达散射截面模型)忽略冻结高度附近过冷水的情况,导致SAR降雨分布反演算法反演结果低估的问题,提出了一种基于混合相态降雨粒子的降雨分布反演算法。通过分析计算混合相态降雨粒子的散射衰减特性,并利用三层结构的降雨分布模型重新构建了反演算法公式。仿真结果表明,在对流降雨分布模型的配置下,提高了降雨分布反演算法的精度。

无筋钢纤维混凝土管片正截面结构设计方法

为完善无筋钢纤维混凝土管片的设计方法,加速其在城市轨道交通中的应用,提出一种新的无筋钢纤维混凝土管片正截面结构设计方法。根据已有对钢纤维混凝土本构关系的研究成果,依据地铁管片的受力特点,分析了影响地铁管片正截面承载力的主要因素。依据无筋钢纤维混凝土管片极限拉应变与钢筋混凝土的极限拉应变不在一个数量级上的差异,结合现行混凝土规范,采用平面假设,把应力和应变作为无筋钢纤维混凝土管片设计的特征值;用钢纤维混凝土应变的取值范围对应不同的设计工况,将不同工况下的无筋钢纤维混凝土管片的设计验算结果归结到同一张应力应变图中。论述了采用轴力-弯矩包络图进行正截面设计验算的主要流程,并通过一个工程实例展示不同工况下无筋钢纤维混凝土轴力-弯矩包络图的相互关系。计算结果表明:在正常使用极限状态下,强度是影响承载能力的主要因素;而承载能力极限状态下,特别是偶然荷载作用下,无筋钢纤维混凝土的韧性是影响承载能力的主要因素。

钢筋正截面抗弯承载力极限测试

用HRB400钢筋为纵向受拉钢筋、HPB235钢筋为纵向受压钢筋,浇筑混凝土,制备配筋率分别为0.57%、1.01%、1.58%的3种建筑钢筋试件。对试件加载,测试每组试件的抗弯承载力。结果表明:当配筋率为0.57%时,试件的跨中挠度较大,易出现疲劳和损伤,且钢筋应变较小,刚度退化较严重,正截面裂缝宽度较高;当配筋率为1.58%时,试件的抗弯承载力极限可达238.64 kN,为较高水平,且试件的正截面屈服弯矩与开裂弯矩较高,当受到较大载荷时,钢筋试件的应变水平良好。由此可见,当配筋率为1.58%时,建筑钢筋正截面抗弯承载力较好。

无压圆形输水隧洞正常水深与临界水深的简便计算

正常水深与临界水深是输水隧洞设计计算、运行管理的重要水力参数,圆形断面作为水力最佳断面,其特征水位计算尤为重要。针对已有公式存在精度不高、适用范围较小的问题,从水流运动的基本方程出发,引入过水断面特征参数和无量纲水深,结合数学运算中的极限思维,构造了多个函数模型。采用改进后的粒子群算法替代传统的参数确定工作,从而得出圆形隧洞无压水流特征水深的简便计算公式。通过与以往几个典型公式进行对比发现,本文提出公式在计算精度上得到了显著提高,正常水深计算的最大相对误差被控制在0.067%以下,而临界水深的计算误差也不高于0.182%,同时二者均具有较广的计算适用范围。本研究为特征水深的计算提供了新思路,同时提出的计算公式精度高、适用范围广,在隧洞、管道等无压输水系统中具有广阔的应用前景。

高等师范音乐教学中河北段大运河音乐文化的融入与传承

高校在培养河北段大运河音乐文化传承人方面扮演着举足轻重的角色,它为传承运河文化提供专题科研平台,其创新的教学方式更好地传承和弘扬了这一音乐文化。河北段大运河音乐文化在高师音乐教学中的融入,主要是将这一音乐文化与相关课程的有机结合。在高师音乐教学中传承河北段大运河音乐文化,要确保相关课程的教学目标与传承目标一致;启发引导式的教学理念与开放创新的传承理念相结合;高校的教学模式与活态的传承模式相融合。

交通工程长条形地下结构平面框架计算问题探讨

交通工程长条形地下结构具有荷载大、恒载占总荷载比例高、构件截面尺寸及配筋量大、通常采用平面框架计算模型的特点,结合现行设计规范要求,通过典型工程算例对比对这类模型中杆件计算长度取值、节点刚域处理及结构正截面配筋计算中压应力考虑原则对计算结果的影响进行探讨。进而对这一类地下结构的设计计算提出优化建议,提高结构设计经济性及施工便利性,提升交通工程建设碳效益。

ANALYTICAL SOLUTION OF RESTRAINED TORSIONAL STRESSES AND DISPLACEMENT FOR RECTANGULAR- SECTION BOX BAR WITH HONTYCOMB CORE

Differential equation of restrained torsion for rectangular-section box bar with honeycomb core was established and solved by using the method of undetermined function.Non-dimension normal stress, shear stress acting in the faceplate and shear stress acting in the honeycomb-core and warping displacement were deduced. Numerical analysis shows the normal stress attenuates quickly along x-axis. Normal stress acting on the cross section at a distance of 20 h from the fixed end is only one per cent of that acting on the fixed end.

SRC框架梁正截面受弯极限弯矩计算式及其适用条件研究

检验设计标准中设计公式的计算精度及其适用条件是结构工程的重要研究内容之一。为检验现行行业标准《组合结构设计规范》(JGJ138-2016)中SRC框架梁正截面受弯极限弯矩计算式的适用范围及其计算精度,将该标准中的5条基本假定表示成数学表达式,基于数学表达式严格推导了SRC框架梁正截面受弯极限弯矩计算式的适用条件,建立了型钢腹板承受的轴向合力N_(aw)和其对合力点的力矩M_(aw)的计算式,并提出了适用条件的简化形式。采用文献中的SRC框架梁正截面受弯试件的试验数据,对建立的极限弯矩计算式、适用条件进行了验证,并与JGJ138-2016中的极限弯矩计算式、适用条件进行了对比。研究表明,SRC框架梁正截面受弯极限弯矩计算式较JGJ138-2016中的计算式精度更高,JGJ138-2016中SRC框架梁正截面受弯极限弯矩计算式的适用条件需进行修正。