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Probabilistic Models for Estimation of Random and Pseudo-Random Test Length
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作者 向东 魏道政 陈世松 《Journal of Computer Science & Technology》 SCIE EI CSCD 1992年第2期164-174,共11页
A new probabilistic testability measure is presented to ease test length analyses of random testing and pseudorandom testing.The testability measure given in this paper is oriented to signal conflict of reconvergent f... A new probabilistic testability measure is presented to ease test length analyses of random testing and pseudorandom testing.The testability measure given in this paper is oriented to signal conflict of reconvergent fanouts.Test length analyses in this paper are based on a hard fault set,calculations of which are practicable and simple.Experimental results have been obtained to show the accuracy of this test length analyser in comparison with that of Savir,Chin and McCluskey,and Wunderlich by using a pseudorandom test generator combined with exhaustive fault simulation. 展开更多
关键词 test Probabilistic Models for Estimation of Random and Pseudo-Random test length length test
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A method for determining the small-sample test length of carrier rocket 被引量:1
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作者 段晓君 王正明 《Science China(Technological Sciences)》 SCIE EI CAS 2002年第6期620-631,共12页
To satisfy the demand of test evaluation of carrier rocket, the character of aerocraft and the primary flight error should be well considered. By making full use of tracking data and ground test data, a new method is ... To satisfy the demand of test evaluation of carrier rocket, the character of aerocraft and the primary flight error should be well considered. By making full use of tracking data and ground test data, a new method is provided to expand sample size through converting the system error of guidance instruments (SEGI) of special case into standard case. In terms of the prior distribution of the SEGI coefficients, a novel model, named Bayes spline model, is developed for precision evaluation, and its performance is analyzed subsequently. For a given threshold of precision,the test length can be determined by the posterior variance with the afore-mentioned model. Finally, it is proved by theoretical analysis and simulation that this method has clear engineering background and is able to fully exploit the test resources and enables us to draw a more reasonable conclusion. 展开更多
关键词 SMALL sample BAYES SPLINE model test length.
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ON RELATION BETWEEN SIZE DEVIATION OF RAW SILK AND TESTING-LENGTH
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作者 白伦 《苏州大学学报(工科版)》 CAS 1996年第S3期23-33,共11页
Based on the auto- corrclation coefficient model.we gave an expression ofsize deviation of raw silk when testing- length is equal to a fraction for the unitlength,and discussed how the ratio of the size deviatinons by... Based on the auto- corrclation coefficient model.we gave an expression ofsize deviation of raw silk when testing- length is equal to a fraction for the unitlength,and discussed how the ratio of the size deviatinons by different testing-length fluctuates with the pseudo- cycle.Using these results as a basis,weexamined how the size deviation with the continuous property of raw silk sizechanges when changing the testing- length from 450 m to ll2.5m.Then weexamined the problem of quality control of raw silk. 展开更多
关键词 testing-length. SIZE deviation. Auto-correlation coefficient.Continuos property of RAW SILK SIZE
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Testing of Cotton Fiber Length
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作者 Liu Ruohua(刘若华) +1 位作者 Li Ruqin(李汝勤) 《Journal of Donghua University(English Edition)》 EI CAS 2001年第1期116-119,共4页
To understand the influences of actual sampling conditions on cotton fiber length testing, this article presents a theoretic study on the distributions and fibrogram of the sample taken out by sampler from ideal slive... To understand the influences of actual sampling conditions on cotton fiber length testing, this article presents a theoretic study on the distributions and fibrogram of the sample taken out by sampler from ideal sliver at a certain angle. From the distributions expression it can be found that the size of the sampler and the sampling angle are important factors which affect sampling, but if the sampling width is narrow enough, the influence of the sampling angle on the distributions and fibrogram is small enough to be omitted. This is an important conclusion for sampling, in light of this, some suggestions for designing new type sampler are put forward. 展开更多
关键词 COTTON fiber length testing IDEAL sliver hock-grip type sampling method SAMPLE distribution fibrogram.
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带肋钢筋与Ⅱ型APC套筒约束灌浆料黏结性能试验研究
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作者 余琼 林凯文 +5 位作者 翟桂庆 郑芳俊 张志 陈振海 孙佳秋 许志远 《哈尔滨工业大学学报》 北大核心 2026年第1期184-200,共17页
为研究Ⅱ型APC套筒约束下带肋钢筋与灌浆料间的黏结滑移性能,本研究进行了23组共69个Ⅱ型APC套筒约束灌浆料钢筋拉拔试验。采用电液伺服万能试验机进行单向拉伸加载,利用应变片及位移计分别采集套筒应变和钢筋滑移值,研究了试件破坏形... 为研究Ⅱ型APC套筒约束下带肋钢筋与灌浆料间的黏结滑移性能,本研究进行了23组共69个Ⅱ型APC套筒约束灌浆料钢筋拉拔试验。采用电液伺服万能试验机进行单向拉伸加载,利用应变片及位移计分别采集套筒应变和钢筋滑移值,研究了试件破坏形态、黏结强度影响因素、黏结滑移本构关系、套筒荷载应变曲线等。结果表明:套筒约束灌浆料试件的破坏形式包括钢筋(屈服前及屈服后)拔出破坏和钢筋拉断破坏两种;试件黏结强度随钢筋直径、锚固长度的增大而降低,随含钢率的增大而提升;钢筋与约束灌浆料间的黏结滑移分为滑移段、劈裂段、下降段、残余段4个阶段;对比不同材料锚固试件发现,灌浆料、套筒约束灌浆料、混凝土达到极限黏结强度时的滑移值依次降低,混凝土因骨料限制了裂缝发展,其滑移值最小。黏结滑移曲线的能量分析表明,试件延性较优,脆性系数随钢筋直径增大而降低、随锚固长度增大而提升。极限荷载时,套筒长边环向为拉应变,且随钢筋直径的增大而增大,短边环向绝大部分为压应变,套筒长边和短边纵向应变均为拉应变,且套筒长边纵向及环向应变均大于短边。基于ABAQUS平台构建了Ⅱ型APC套筒约束灌浆料有限元模型,其仿真结果与试验数据吻合较好。在计算屈服及拉断临界状态下钢筋临界锚固长度值时,套筒的存在可使其大大减小。 展开更多
关键词 黏结滑移本构关系 约束灌浆料 锚固长度 套筒应变 拉拔试验
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裂纹形状和激振位置对瓷支柱绝缘子振动检测的影响研究
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作者 董国振 李国维 +3 位作者 王勇 敬尚前 宗方蕊 万书亭 《高压电器》 北大核心 2026年第1期152-159,共8页
根据变电站瓷支柱绝缘子带电检测缺陷的实际需求,以220 kV瓷支柱绝缘子为研究对象,深入研究了裂纹长度、裂纹形状和激振位置对瓷支柱绝缘子振动检测的影响。首先阐述了瓷支柱绝缘子内部缺陷振动检测的基本原理,然后建立瓷支柱绝缘子有... 根据变电站瓷支柱绝缘子带电检测缺陷的实际需求,以220 kV瓷支柱绝缘子为研究对象,深入研究了裂纹长度、裂纹形状和激振位置对瓷支柱绝缘子振动检测的影响。首先阐述了瓷支柱绝缘子内部缺陷振动检测的基本原理,然后建立瓷支柱绝缘子有限元数值分析模型,利用脉冲信号模拟锤击进行瞬态分析,并搭建实验平台进行测试分析。仿真和实验结果表明:裂纹长度越大,在功率谱图上表现为正常频率区间内的峰值降低,故障区间内的峰值所对应固有频率左移,激振点远离裂纹侧时波峰的加速度响应谱值出现小幅度的减小,但不会影响对瓷支柱绝缘子内部缺陷的判断,裂纹的连续分布特性和形状不影响振动检测的灵敏度。 展开更多
关键词 瓷支柱绝缘子 振动检测 裂纹形状 裂纹长度 激振位置
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CORE-UNIFIED SOC TEST DATA COMPRESSION AND APPLICATION
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作者 Yi Maoxiang Guo Xueying +2 位作者 Liang Huaguo Wang Wei Zhang Lei 《Journal of Electronics(China)》 2010年第1期79-87,共9页
The pattern run-length coding test data compression approach is extended by introducing don't care bit(x) propagation strategy into it.More than one core test sets for testing core-based System-on-Chip(SoC) are un... The pattern run-length coding test data compression approach is extended by introducing don't care bit(x) propagation strategy into it.More than one core test sets for testing core-based System-on-Chip(SoC) are unified into a single one,which is compressed by the extended coding technique.A reconfigurable scan test application mechanism is presented,in which test data for multiple cores are scanned and captured jointly to make SoC test application more efficient with low hardware overhead added.The proposed union test technique is applied to an academic SoC embedded by six large ISCAS'89 benchmarks,and to an ITC' 02 benchmark circuit.Experiment results show that compared with the existing schemes in which a core test set is compressed and applied independently of other cores,the proposed scheme can not only improve test data compression/decompression,but also reduce the redundant shift and capture cycles during scan testing,decreasing SoC test application time effectively. 展开更多
关键词 System-on-Chip(SoC) test application time Pattern run-length X-propagation Union test RECONFIGURATION
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Influence of Slot Defect Length on Magnetic Flux Leakage
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作者 Songling HUANG, Luming LI, Haiqing YANG and Keren SHIDepartment of Electrical Engineering, Tsinghua University, Beijing 100084, China 《Journal of Materials Science & Technology》 SCIE EI CAS CSCD 2004年第2期231-232,共2页
A key issue, which influences the applications of magnetic flux leakage testing, is defect quantification. There have been many research on the relationship between width, depth and magnetic flux leakage of slot defec... A key issue, which influences the applications of magnetic flux leakage testing, is defect quantification. There have been many research on the relationship between width, depth and magnetic flux leakage of slot defect. However, the length factor is often ignored. The relationship between characteristics of defect leakage field and defect length was investigated. The magnetic flux leakages of a series of plate specimens with the same width, same depth and different length slot defects were tested under the same magnetizing conditions. Testing results show that defect length is an important parameter needed to consider in quantifying defects. 展开更多
关键词 Magnetic flux leakage (MFL) testing Defect quantification Slot length
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Photoshop软件在辅助体视学测试中的潜在应用 被引量:2
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作者 郭洋 向宇 +1 位作者 杨林凤 杨正伟 《川北医学院学报》 2025年第8期973-976,共4页
在拟测图像上叠加测格,然后进行测点、交点等的数量计数,直径、点取截距等的长度测量,此即体视学定量研究中的基本测试。Photoshop可用于图像观察、测格制备和长度测量,因此可用于辅助这些测试。本文简要介绍了用Photoshop制备测格和测... 在拟测图像上叠加测格,然后进行测点、交点等的数量计数,直径、点取截距等的长度测量,此即体视学定量研究中的基本测试。Photoshop可用于图像观察、测格制备和长度测量,因此可用于辅助这些测试。本文简要介绍了用Photoshop制备测格和测量长度的基本方法,包括如何绘制并保存可叠加但不遮盖所测图像的测格以及长度测量值的校验。 展开更多
关键词 长度测量 测格 PHOTOSHOP 体视学
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Laboratory pull-out tests on fully grouted rock bolts and cable bolts:Results and lessons learned 被引量:23
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作者 Isabelle Thenevin Laura Blanco-Martín +3 位作者 Faouzi Hadj-Hassen Jacques Schleifer Zbigniew Lubosik Aleksander Wrana 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2017年第5期843-855,共13页
Laboratory pull-out tests were conducted on the following rock bolts and cable bolts:steel rebars,smooth steel bars,fiberglass reinforced polymer threaded bolts,flexible cable bolts,IR5/IN special cable bolts and Mini... Laboratory pull-out tests were conducted on the following rock bolts and cable bolts:steel rebars,smooth steel bars,fiberglass reinforced polymer threaded bolts,flexible cable bolts,IR5/IN special cable bolts and Mini-cage cable bolts.The diameter of the tested bolts was between 16 mm and 26 mm.The bolts were grouted in a sandstone sample using resin or cement grouts.The tests were conducted under either constant radial stiffness or constant confining pressure boundary conditions applied on the outer surface of the rock sample.In most tests,the rate of displacement was about 0.02 mm/s.The tests were performed using a pull-out bench that allows testing a wide range of parameters.This paper provides an extensive database of laboratory pull-out test results and confirms the influence of the confining pressure and the embedment length on the pull-out response(rock bolts and cable bolts).It also highlights the sensitivity of the results to the operating conditions and to the behavior of the sample as a whole,which cannot be neglected when the test results are used to assess the bolt-grout or the grouterock interface. 展开更多
关键词 Pull-out test Fully grouted bolts Laboratory-scale Confining pressure Embedment length Bolt-grout interface
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A Novel Variable Shifting Code for Test Compression of SoC
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作者 Xiao-Le Cui Liang Yin Jin-Xi Hong Ren-Fu Zuo Xiao-Xin Cui Wei Cheng 《Journal of Electronic Science and Technology of China》 2009年第4期375-379,共5页
The test vector compression is a key technique to reduce IC test time and cost since the explosion of the test data of system on chip (SoC) in recent years. To reduce the bandwidth requirement between the automatic ... The test vector compression is a key technique to reduce IC test time and cost since the explosion of the test data of system on chip (SoC) in recent years. To reduce the bandwidth requirement between the automatic test equipment (ATE) and the CUT (circuit under test) effectively, a novel VSPTIDR (variable shifting prefix-tail identifier reverse) code for test stimulus data compression is designed. The encoding scheme is defined and analyzed in detail, and the decoder is presented and discussed. While the probability of 0 bits in the test set is greater than 0.92, the compression ratio from VSPTIDR code is better than the frequency-directed run-length (FDR) code, which can be proved by theoretical analysis and experiments. And the on-chip area overhead of VSPTIDR decoder is about 15.75 % less than the FDR decoder. 展开更多
关键词 FDR code run-length code test data compression VSPTIDR code.
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Methodology for Evaluating and Monitoring of Waterworks Performance Efficiency—Part 2: Test of Filterability
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作者 Frantisek Hereit Pavel Polasek 《Advances in Chemical Engineering and Science》 2014年第4期470-482,共13页
The effectiveness of deep-bed filtration with respect to suspension formed during the preceding processes is evaluated by the test of filterability. The properties and concentration of the suspension being filtered ar... The effectiveness of deep-bed filtration with respect to suspension formed during the preceding processes is evaluated by the test of filterability. The properties and concentration of the suspension being filtered are affected by the efficiency of the preceding aggregation and separation processes. The basic principles of the test of filterability are based on the mechanistic model of filtration. The equations in the mathematical model of the mechanistic conception of filtration are derived from the theory of filtration. The arrangement of the pilot filtration plant for the determination of filterability of flocculent suspension is presented in this paper. The test of filterability is carried out with a thin-layer filter element. The design of a filter element arrangement and its installation are also disclosed in this paper. The inter-dependence of the coefficient of filtration efficiency on the specific volume of intercepted suspensions, filter media grain sizes and different filtration velocities are graphically presented. In addition, the effect of the filter bed clogging resulting from the properties of different suspensions on the head loss generated, the length of filtration cycle and quality of filtrate produced are also shown in this paper. 展开更多
关键词 Deep-Bed FILTRATION MECHANISTIC Model of FILTRATION test of FILTERABILITY FILTRATION Element length of FILTRATION Cycle
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聚丙烯纤维对改性沥青混凝土性能影响分析
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作者 赖晓龙 邹志云 +1 位作者 谢凤翔 黎文娥 《应用化学》 北大核心 2025年第7期962-970,共9页
沥青混凝土道路在长期使用过程中会承受车辆荷载、温度变化和雨水侵蚀等多种因素的作用,出现一些病害问题。为有效增强混凝土的性能,研究了聚丙烯纤维(PPF)对改性沥青混凝土性能影响。通过预处理等步骤预处理PPF,将处理后的PPF与基质沥... 沥青混凝土道路在长期使用过程中会承受车辆荷载、温度变化和雨水侵蚀等多种因素的作用,出现一些病害问题。为有效增强混凝土的性能,研究了聚丙烯纤维(PPF)对改性沥青混凝土性能影响。通过预处理等步骤预处理PPF,将处理后的PPF与基质沥青及骨料等材料混合后制备成纤维改性沥青混凝土。通过马歇尔配合比设计方法分别测试不同基质沥青用量(质量分数)下、不同纤维掺杂量(质量分数)下所制备的沥青混凝土的性能,以此明确基质沥青和纤维用量,设计车辙实验,确定纤维长度对实验样品的影响,实验结果显示基质沥青用量增加,实验样品的体积相对密度和稳定度先升后降,基质沥青用量(质量分数)4%时材料性能最好;PPF掺杂质量分数3%时提高体积密度和稳定度,但过量会降低性能。较长聚丙烯纤维降低破坏几率,但过长影响纤维分散性,26mm纤维长度时沥青混凝土车辙实验结果最佳。 展开更多
关键词 聚丙烯纤维 沥青混凝土 纤维长度 马歇尔 车辙实验
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自制等长测试工具在关节镜下前交叉韧带重建术中应用的效果观察 被引量:1
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作者 卢海燕 赵达锋 +1 位作者 陈剑 范华强 《中国骨与关节损伤杂志》 2025年第2期145-150,共6页
目的评价自制等长测试工具在关节镜下前交叉韧带重建术中定位股骨隧道内口的准确性,总结应用技巧并提出改进方案。方法回顾性分析自2022-01—2023-06采用关节镜下前交叉韧带重建术治疗的19例前交叉韧带损伤,术中将直径2.4 mm螺钉捆上2... 目的评价自制等长测试工具在关节镜下前交叉韧带重建术中定位股骨隧道内口的准确性,总结应用技巧并提出改进方案。方法回顾性分析自2022-01—2023-06采用关节镜下前交叉韧带重建术治疗的19例前交叉韧带损伤,术中将直径2.4 mm螺钉捆上2号强生缝线,经前内侧入路置入,尾线从胫骨隧道引出,此时拉紧尾线屈伸膝关节,观察尾线长度变化,如果长度变化小于2 mm即可认为该股骨隧道内口合适,如果长度不满意则微调位置测试,直至找出最满意的类等长点。结果术中2例第1次定点时屈伸伸缩<1 mm。9例第1次定点屈伸伸缩≥1~2 mm,微调位置再测试1次选位置更优处。8例第1次定点屈伸伸缩>2 mm,第2次定位时5例屈伸伸缩<2 mm;3例进行第3次定位,其中2例屈伸伸缩<2 mm,1例屈伸伸缩>2 mm。19例均获得随访,随访时间3~12个月,平均9.6个月。随访期间无韧带松弛及韧带再断裂发生。末次随访时膝关节功能Lysholm评分为81.1~88.2分,平均84.7分;膝关节IKDC评分为78.1~84.8分,平均81.4分;Lachman试验中胫骨相对于股骨出现前移0.66~6.20 mm,平均3.43 mm。结论关节镜下前交叉韧带重建术中应用自制等长测试工具可以提前测试股骨隧道内口定点是否符合类等长,等长测试工具制作简易且操作简单,可重复性好,无需较长的学习曲线,值得临床推广应用并进一步完善设计。 展开更多
关键词 前交叉韧带损伤 前交叉韧带重建 关节镜 自制等长测试工具 类等长
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基于贝叶斯检验动态预测置信区间的统计过程控制方法
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作者 朱永忠 夏世源 《统计与决策》 北大核心 2025年第8期47-52,共6页
时间序列数据处理是多元统计过程控制方法研究的一个重要方向。PCI是一种通过预测置信区间检测时间序列数据异常的方法,文章通过Bayes检验对预测结果进行修正并进行适应性处理,提出了一种基于Bayes-PCI的统计过程控制方法。通过数值模拟... 时间序列数据处理是多元统计过程控制方法研究的一个重要方向。PCI是一种通过预测置信区间检测时间序列数据异常的方法,文章通过Bayes检验对预测结果进行修正并进行适应性处理,提出了一种基于Bayes-PCI的统计过程控制方法。通过数值模拟,比较在不同置信度p和窗口尺寸W下的平均运行长度,分别验证了所提方法在处理一维和高维数据时的性能;通过田纳西-伊斯曼工艺数据证明了所提方法在实际应用中的可行性。 展开更多
关键词 统计过程控制 Bayes检验 置信区间 平均运行长度
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Flexural Bond Behavior of Rebar in Ultra-High Performance Concrete Beams Considering Lap-Splice Length and Cover Depth 被引量:1
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作者 Seongjun Kim Jungwoo Lee +1 位作者 Changbin Joh Imjong Kwahk 《Engineering(科研)》 2016年第3期116-129,共14页
This study intends to find out the correlation between the cover depth and the bond characteristics of UHPC through pull-out tests of UHPC specimens with different cover depths and bond tests of rebar using flexural m... This study intends to find out the correlation between the cover depth and the bond characteristics of UHPC through pull-out tests of UHPC specimens with different cover depths and bond tests of rebar using flexural members. In this experimental study, specimens are fabricated with the lap-splice length as test variable in relation with the calculation of the lap-splice length for 180- MPa UHPC. Moreover, specimens are also fabricated with the cover depth as test variable to evaluate the effect of the cover depth on the UHPC flexural members. The load-displacement curves are analyzed for each of these test variables to compute the lap-splice length proposed in the K-UHPC structural design guideline and to evaluate the influence of the cover depth on the flexural members. As a result, the stability of the structural behavior can be significantly enhanced by increasing slightly the cover depth specification of the current UHPC Structure Design Guideline from the maximum value between 1.5 times of rebar diameter and 20 mm to the maximum value between 1.5 times of rebar diameter and 25 mm. 展开更多
关键词 Bond Behavior Ultra High Performance Concrete (UHPC) Lap-Splice length Cover Depth Flexural Bond test Full-Out test
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钢筋螺旋肋灌浆套筒连接性能试验分析 被引量:1
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作者 魏嘉奇 李明越 姜洪斌 《哈尔滨工业大学学报》 EI CAS 北大核心 2025年第1期110-119,共10页
传统灌浆套筒制造过程繁琐、原材料成本高且灌浆质量难以保证,限制了中国预制装配式建筑的推广。为促进建筑行业的经济、环保和高效发展,本课题组研发了一种新型钢筋灌浆套筒连接技术,采用了“滚压螺旋肋灌浆套筒”和“类宾汉流体灌浆料... 传统灌浆套筒制造过程繁琐、原材料成本高且灌浆质量难以保证,限制了中国预制装配式建筑的推广。为促进建筑行业的经济、环保和高效发展,本课题组研发了一种新型钢筋灌浆套筒连接技术,采用了“滚压螺旋肋灌浆套筒”和“类宾汉流体灌浆料”,钢筋与灌浆料、灌浆料与套筒之间形成了更加紧密的机械锁合,显著提高了构件连接后的承载力。该技术具有成本低廉、施工简便、灌浆质量易于保证等优点。为了探究该连接体系下钢筋的最小锚固长度及钢筋对中对接与偏置对接在连接性能上的差异,通过对34个接头试件进行单向拉伸试验,分析了试件的破坏模式及各项结构性能指标。研究结果表明:钢筋在套筒内部偏置对接与对中对接在连接性能上差别不大;滚压套筒内的内凸肋显著增强了对灌浆料滑移的阻抗作用,可提供足够的黏结锚固以达到连接性能要求。初步结果显示,在该连接方式下钢筋的最小锚固长度可采用10倍钢筋直径,并采用偏置对接方式。 展开更多
关键词 螺旋肋灌浆套筒 钢筋偏置对接 单拉试验 锚固长度 黏结强度
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嵌岩抗浮锚杆承载性能现场试验与机理分析
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作者 闫楠 孙淦 +5 位作者 白晓宇 王忠胜 刘一鸿 贾世祥 张亚妹 崔岚 《中南大学学报(自然科学版)》 北大核心 2025年第2期730-743,共14页
利用准分布式应变传感技术,测试抗浮锚杆在现场极限抗拔试验中杆体的应变变化,分析抗浮锚杆的内力分布特征及其荷载传递规律,揭示锚固长度对抗浮锚杆承载性能的影响机制,验证临界锚固长度的存在,并基于Hoek-Brown准则提出嵌岩抗浮锚杆... 利用准分布式应变传感技术,测试抗浮锚杆在现场极限抗拔试验中杆体的应变变化,分析抗浮锚杆的内力分布特征及其荷载传递规律,揭示锚固长度对抗浮锚杆承载性能的影响机制,验证临界锚固长度的存在,并基于Hoek-Brown准则提出嵌岩抗浮锚杆临界锚固长度的有效计算公式。研究结果表明:抗浮锚杆杆体、灌浆体的荷载-位移曲线均存在拐点,分别在锚杆极限承载力的75%、60%处,拐点前位移呈线性变化,拐点后位移变化速率显著增大;随着荷载等级的增加,抗浮锚杆的荷载传递深度逐渐增大,锚杆杆体轴力呈相对慢速衰减的趋势,且轴力主要集中在浅部岩土层;杆-浆界面剪应力表现出先快速增加而后迅速减小的趋势,剪应力峰值出现在锚固深度约0.75m处;9根试验锚杆的极限抗拔承载力均为200kN左右,基于Hoek-Brown准则计算得到的临界锚固长度为2.78m,这均与现场试验结果基本吻合。研究结果可为嵌岩抗浮锚杆的设计提供参考。 展开更多
关键词 抗浮锚杆 轴力 剪应力 锚固机制 临界锚固长度 现场极限抗拔试验
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600MPa级不锈钢筋与混凝土界面黏结性能试验
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作者 袁健 潘知桓 尹健 《中国公路学报》 北大核心 2025年第9期294-306,共13页
为研究600 MPa级不锈钢筋与混凝土的界面黏结性能,开展了18组共54个试件的拉拔试验,并分析混凝土强度、钢筋直径、保护层厚度、相对锚固长度、劈裂面配箍率及钢筋种类对黏结性能的影响。试验结果表明:试件的主要破坏形态包括混凝土劈裂... 为研究600 MPa级不锈钢筋与混凝土的界面黏结性能,开展了18组共54个试件的拉拔试验,并分析混凝土强度、钢筋直径、保护层厚度、相对锚固长度、劈裂面配箍率及钢筋种类对黏结性能的影响。试验结果表明:试件的主要破坏形态包括混凝土劈裂破坏、钢筋拔出破坏和劈裂-拔出破坏。对于相对锚固长度为5的试件,保护层厚度为3倍钢筋直径的试件出现了由混凝土劈裂破坏过渡为钢筋拔出破坏的现象;配置箍筋后,保护层厚度为2倍钢筋直径的试件由混凝土劈裂破坏转变为劈裂-拔出破坏。600MPa级不锈钢筋与混凝土的界面极限黏结强度随着混凝土强度提高而提高,随着保护层厚度及劈裂面配箍率增大而先提高再趋于平稳,随着相对锚固长度增大而呈现先提高后降低的现象,但受钢筋直径的影响并不显著;影响规律出现转变时的保护层厚度、劈裂面配箍率及相对锚固长度取值分别为4.5倍钢筋直径、2.0%和5。不同强度等级混凝土中,600MPa级不锈钢筋与普通钢筋屈服前的黏结性能基本相当,弹性模量对钢筋黏结性能的影响完全可以忽略;屈服后不锈钢筋的黏结应力-滑移曲线变化相对平缓,且极限黏结强度略低于普通钢筋。基于600MPa级不锈钢筋与混凝土界面黏结性能试验结果,拟合得到具有一定保证率的极限黏结强度计算式及黏结应力-滑移本构模型,并提出了采用材料强度设计值表达的钢筋临界锚固长度计算式,可为混凝土中600MPa级不锈钢筋的黏结锚固设计提供参考。 展开更多
关键词 桥梁工程 高强不锈钢筋 拉拔试验 黏结性能 临界锚固长度 黏结应力-滑移本构模型
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大深宽比矩形高层建筑表面脉动风压非高斯特性 被引量:2
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作者 袁家辉 陈水福 刘奕 《哈尔滨工业大学学报》 EI CAS 北大核心 2025年第1期46-55,共10页
为探究大深宽比矩形高层建筑表面脉动风压的非高斯特性,本文对深宽比为1/9~9的矩形高层建筑进行了同步测压风洞试验。基于试验结果,分析了建筑表面风压的三阶和四阶统计矩分布特性,对高层建筑各立面风压进行高斯与非高斯分布的分区;研... 为探究大深宽比矩形高层建筑表面脉动风压的非高斯特性,本文对深宽比为1/9~9的矩形高层建筑进行了同步测压风洞试验。基于试验结果,分析了建筑表面风压的三阶和四阶统计矩分布特性,对高层建筑各立面风压进行高斯与非高斯分布的分区;研究了风压的空间相关系数与非高斯性强度的关系,提出了一种新的估算建筑侧风面平均再附长度的计算方法。结果表明:在建筑侧风面上,脉动风压服从高斯还是非高斯分布取决于测点到迎风前缘的距离;除了以往文献指出的迎风面角部、侧风面分离区和背风面风压呈现非高斯性外,再附区后面的风压也呈现出高度的非高斯性;本文提出的相关系数法在计算平均再附长度时具有良好的准确性,利用该方法获得了矩形高层建筑侧风面的平均再附长度沿高度的变化呈抛物线形状。 展开更多
关键词 矩形高层建筑 非高斯特性 风洞试验 相关系数 平均再附长度
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