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A new test method for friction in incremental sheet forming
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作者 Guang-can YANG Da-wei ZHANG +1 位作者 Chong TIAN Sheng-dun ZHAO 《Transactions of Nonferrous Metals Society of China》 2025年第12期3985-4006,共22页
An analytical model for contact area and contact stress considering the loading history in incremental sheet forming(ISF)was established.Then,by integrating with the directional characteristics of friction force and h... An analytical model for contact area and contact stress considering the loading history in incremental sheet forming(ISF)was established.Then,by integrating with the directional characteristics of friction force and horizontal force in the process,a friction test method reflecting the forming characteristics of ISF was proposed.Friction coefficients during the forming processes of parts with different wall angles were measured under various plane curves,process paths,and lubrication conditions.Furthermore,the accuracy of the analytical model,as well as the measured friction coefficients and their variation trends,was verified through comparative analysis with experimental results,simulation data,and outcomes from other existing models.The results indicate that the influence of the plane curve characteristics and process paths of parts on the friction condition is not significant.Under the lubrication conditions of L-HM46 oil,MoS_(2)grease,graphite powder,and dry friction,the friction coefficient shows a gradually increasing trend.Notably,when the wall angle is≤40°,the friction coefficient remains relatively constant;however,when the wall angle exceeds 40°,the friction coefficient increases progressively. 展开更多
关键词 incremental sheet forming friction test method contact area friction coefficient forming force
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The Application of Formative Evaluation System in Clinical Laboratory Teaching
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作者 Guifen Wei 《Journal of Clinical and Nursing Research》 2025年第2期7-12,共6页
Theoretical education and practical education are very important in clinical laboratory teaching.The teaching evaluation system is one of the important means to test the quality of course teaching.The traditional summ... Theoretical education and practical education are very important in clinical laboratory teaching.The teaching evaluation system is one of the important means to test the quality of course teaching.The traditional summative evaluation needs to be improved in terms of scientificity and impartiality,and its guiding effect on teaching reform is limited.Therefore,this paper proposes to apply formative evaluation to clinical laboratory teaching to remobilize students'learning enthusiasm and provide valuable guidance for the subsequent teaching reform,hoping to achieve the purpose of improving the quality of laboratory teaching. 展开更多
关键词 formative evaluation Clinical test Application path Application effect
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Building a Sustainable Learning Cycle:The Role of‘the Formative Use of Summative Tests’(FUST)in Promoting Students’Developments
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作者 Jingjing Fu 《Review of Educational Theory》 2021年第4期12-15,共4页
The study employed a descriptive mixed-methods qualitative case study approach.Material and interview-based data were collected from two EFL classes in a private international school in central China.Findings from RQ1... The study employed a descriptive mixed-methods qualitative case study approach.Material and interview-based data were collected from two EFL classes in a private international school in central China.Findings from RQ1 suggest that teacher-made summative tests were largely dependable to the extent that the tests reflect the syllabus-based construct and address students’affective factors.Findings from RQ2 suggest that facilitating factors including in-school continuous professional development(CPD)and teacher collegiality practices may enhance FUST’s prospective role. 展开更多
关键词 Summative assessment(SA) formative assessment(FA) formative use of summative tests(FUST)
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Forming Limit Stress Diagram Prediction of Aluminum Alloy 5052 Based on GTN Model Parameters Determined by In Situ Tensile Test 被引量:22
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作者 HE Min LI Fuguo WANG Zhigang 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2011年第3期378-386,共9页
The conventional forming limit diagram (FLD) is described as a plot of major strain versus minor strain. However, FLD is dependent on forming history and strain path. In the present study, a forming limit stress-bas... The conventional forming limit diagram (FLD) is described as a plot of major strain versus minor strain. However, FLD is dependent on forming history and strain path. In the present study, a forming limit stress-based diagram (FLSD) has been adopted to predict the fracture limit of aluminum alloy (AA) 5052-O1 sheet. Nakazima test is simulated by plastic constitutive formula derived from the modified Gurson-Tvergaard-Needleman (GTN) model. An in situ tensile test with scanning electron microscope (SEM) is proposed to determine the parameters in GTN model. The damage evolution is observed and recorded, and the parameters of GTN model are identified through counting void fraction at three damage stages of AA5052-O 1. According to the experimental results, the original void volume fraction, the volume fraction of potential nucleated voids, the critical void volume fraction, the void volume fraction at the final failure of material are assigned as 0.002 918, 0.024 9, 0.030 103, 0.048 54, respectively. The stress and strain are obtained at the last loading step before crack. FLSD and FLD of AA5052-O 1 are plotted. Compared with the experimental Nakazima test and uniaxial tensile test, the predicted results show a good agreement. The parameters determined by in situ tensile test can be applied to the research of the forming limit for ductile metals. 展开更多
关键词 forming limit stress diagram GTN model in situ tensile test void damage aluminum alloy 5052-O1 sheet metal forming
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Comparative study of model tests on automatically formed roadway and gob-side entry driving in deep coal mines 被引量:30
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作者 Qi Wang Manchao He +4 位作者 Shucai Li Zhenhua Jiang Yue Wang Qian Qin Bei Jiang 《International Journal of Mining Science and Technology》 SCIE EI CAS CSCD 2021年第4期591-601,共11页
Automatically formed roadway(AFR)by roof cutting with bolt grouting(RCBG)is a new deep coal mining technology.By using this technology,the broken roadway roof is strengthened,and roof cutting is applied to cut off str... Automatically formed roadway(AFR)by roof cutting with bolt grouting(RCBG)is a new deep coal mining technology.By using this technology,the broken roadway roof is strengthened,and roof cutting is applied to cut off stress transfer between the roadway and gob to ensure the collapse of the overlying strata.The roadway is automatically formed owing to the broken expansion characteristics of the collapsed strata and mining pressure.Taking the Suncun Coal Mine as the engineering background,the control effect of this new technology on roadways was studied.To compare the law of stress evolution and the surrounding rock control mechanisms between AFR and traditional gob-side entry driving,a comparative study of geomechanical model tests on the above methods was carried out.The results showed that the new technology of AFR by RCBG effectively reduced the stress concentration of the roadway compared with gob-side entry driving.The side abutment pressure peak of the solid coal side was reduced by 24.3%,which showed an obvious pressure-releasing effect.Moreover,the position of the side abutment pressure peak was far from the solid coal side,making it more beneficial for roadway stability.The deformation of AFR surrounding rock was also smaller than the deformation of the gob-side entry driving by the overload test.The former was more beneficial for roadway stability than the latter under higher stress conditions.Field application tests showed that the new technology can effectively control roadway deformation.Moreover,the technology reduced roadway excavation and avoided resource waste caused by reserved coal pillars. 展开更多
关键词 Automatically formed roadway Roof cutting Bolt grouting Roadway control Model test
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Testing Forms in Web Applications Automatically 被引量:2
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作者 XU Lei XU Baowent 《Wuhan University Journal of Natural Sciences》 EI CAS 2006年第3期561-566,共6页
Forms enhance both the dynamic and interactive abilities of Web applications and the system complexity. And it is especially important to test forms completely and thoroughly. Therefore, this paper discusses how to ca... Forms enhance both the dynamic and interactive abilities of Web applications and the system complexity. And it is especially important to test forms completely and thoroughly. Therefore, this paper discusses how to carry out the form testing by different methods in the related testing phases. Namely, at first, automatically abstracting forms in the Web pages by parsing the HTML documents; then, ohtai ning the testing data with a certain strategies, such as by requirement specifications, by mining users' hefore input informarion or by recording meehanism; and next executing the testing actions automatically due to the well formed test cases; finally, a case study is given to illustrate the convenient and effective of these methods. 展开更多
关键词 Web application form testing testing process automatic testing
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基于Autoform正弦波形膜盘工艺优化与回弹补偿
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作者 毕凤阳 姜旭 +2 位作者 宁慧燕 王晓宏 宋泊霖 《世界有色金属》 2025年第14期213-216,共4页
针对金属正弦波形膜盘尺寸较大,成形过程中回弹大的问题,基于Autoform建立了膜盘冲压成形有限元模型,并以压边力、摩擦系数和模具间隙为优化工艺参数,回弹量为优化目标,通过正交试验法设计优化试验,根据极差分析结果表明,摩擦系数对回... 针对金属正弦波形膜盘尺寸较大,成形过程中回弹大的问题,基于Autoform建立了膜盘冲压成形有限元模型,并以压边力、摩擦系数和模具间隙为优化工艺参数,回弹量为优化目标,通过正交试验法设计优化试验,根据极差分析结果表明,摩擦系数对回弹量的影响最大,最优工艺参数组合为压边力800KN、摩擦系数0.11、模具间隙1.05mm。为了进一步改善回弹问题,采用四次预先补偿对模具型面进行修正,最终将膜盘正弦波曲面偏差控制在约0.1mm以内。通过成形试验与形状偏差测试,验证了所设计的冲压模具的精度,尺寸偏差能够控制在0.0~0.15mm之间。 展开更多
关键词 冲压成形 工艺优化 正弦波形膜盘 有限元 正交试验 回弹补偿
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MAXIMUM TEST FOR A SEQUENCE OF QUADRATIC FORM STATISTICS ABOUT SCORE TEST IN LOGISTIC REGRESSION MODEL 被引量:1
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作者 Qing YANG Jiayan ZHU Zhengbang LI 《Acta Mathematica Scientia》 SCIE CSCD 2020年第2期543-556,共14页
This article proposes the maximum test for a sequence of quadratic form statistics about score test in logistic regression model which can be applied to genetic and medicine fields.Theoretical properties about the max... This article proposes the maximum test for a sequence of quadratic form statistics about score test in logistic regression model which can be applied to genetic and medicine fields.Theoretical properties about the maximum test are derived.Extensive simulation studies are conducted to testify powers robustness of the maximum test compared to other two existed test.We also apply the maximum test to a real dataset about multiple gene variables association analysis. 展开更多
关键词 Maximum test quadratic form statistics score test asymptotic statistical property
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Prediction of plane-strain specimen geometry to efficiently obtain a forming limit diagram by Marciniak test 被引量:1
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作者 Qing-bao Yang Jun-ying Min +4 位作者 John E. Carsley Yuan-yuan Wen Bernd Kuhlenkotter Thomas B. Stoughton Jian-ping Lin 《Journal of Iron and Steel Research International》 SCIE EI CAS CSCD 2018年第5期539-545,共7页
Plane-strain forming limit strain (also known as FLD0) is an important data point on a forming limit diagram (FLD). The effects of friction coefficients and material parameters on the specimen width associated wit... Plane-strain forming limit strain (also known as FLD0) is an important data point on a forming limit diagram (FLD). The effects of friction coefficients and material parameters on the specimen width associated with the FLDo (W FLD0) in Marciniak test were studied by finite element simulation. WFLD0 was expressed as a function of the Lankford coefficients, n-value, k-value and sheet thickness and validated with various sheet materials. The determination of W FLD0 is of significance not only to reduce iterative attempts to accurately obtain FLDo, but also to obtain a full valid FLD with the least number of test specimens, which largely increases the efficiency and reduces cost to experimentally measure valid FLDs. 展开更多
关键词 forming limit test ·Sheet metal· Plane-strain state· Marciniak test
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Test research and computer simulation analysis of construction state during form finding for suspen-dome system
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作者 李永梅 史炎升 +3 位作者 张毅刚 张力 刘佳 吴金志 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2010年第5期690-696,共7页
A novel construction method without scaffold work called as assembly-prestressing form finding loop by loop is presented.Based on the theory of finite displacement,the cycle-forward analysis method is presented for it... A novel construction method without scaffold work called as assembly-prestressing form finding loop by loop is presented.Based on the theory of finite displacement,the cycle-forward analysis method is presented for its construction calculation,which adopts the finite element method of generalized geometric nonlinearity combined with the application in the real construction process.By means of the combination of the forward analysis according to real construction sequence and the cycle iteration according to the initial strain increment method of cable force adjustment,the influence of the structural geometric nonlinearity and the loss of prestress are taken into account due to prestressing of tendons in turn and so on.If the initial cable forces derived from the method were used for construction,expected cable forces and shape could be assured easily.Simulation analysis achieved real-time tracking and controlling of the construction status.Finally,according to the procedure and parameters in simulating,a model experimental research on the stage of form finding(namely prestressing)was carried out for suspen-dome structure.The feasibility on the assembly-prestressing form finding method loop by loop was testified.The cycle-forward analysis method was established and numerical simulation was performed,and the results show that it was useful for the design and the construction of similar suspen-dome structure. 展开更多
关键词 SUSPEN-DOME assembly-prestressing form finding loop by loop cycle-forward analysis the increment of initial strain form finding test
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Study on Temperature Distribution of Specimens Tested on the Gleeble 3800 at Hot Forming Conditions
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作者 Tao Gao Long Ma Xiao-Guo Peng 《Journal of Electronic Science and Technology》 CAS 2014年第4期419-423,共5页
Taking Ti-6Al-4V specimens into consideration, the coupled thermal-electrical finite element model has been developed in Abaqus/Explicit to simulate the heating process in Gleeble 3800 and to study the temperature his... Taking Ti-6Al-4V specimens into consideration, the coupled thermal-electrical finite element model has been developed in Abaqus/Explicit to simulate the heating process in Gleeble 3800 and to study the temperature history and distribution in the specimen. In order to verify the finite element (FE) results, thermal tests are carried out on Gleeble 3800 for a Ti-6Al-4V specimen with a slot to in the centre of the specimen. The effects of the specimen size, heating rate, and air convection on the temperature distribution over the specimen have been investigated. The conclusions can be drawn as: the temperature gradient of the specimen decreases as the specimen size, heating rate, and vacuuming decrease. 展开更多
关键词 Coupled thermal-electrical simulation hot forming thermo-mechanical testing temperaturedistribution.
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A Cross-cultural Examination of the Noise-sensitivity Scale-short Form:Measurement Invariance Testing between the US and Chinese Samples
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作者 Zachary D Miller HUANG Jun Wu +12 位作者 Heather Costigan LUO Jing DENG Hui Juan XU Xiao Qing B Derrick Taff SUN Cheng YANG Xi WANG Zhong Lei LIN Dan QU Shu Wen PAN Bing LI Guang Ming Peter Newman 《Biomedical and Environmental Sciences》 SCIE CAS CSCD 2018年第11期851-854,共4页
Unwanted sound that is unpleasant or disruptive to hear, often interpreted as noise, is a widespread environmental pollutant. Similar to other environmental pollutants, this noise incurs a variety of costs to society.... Unwanted sound that is unpleasant or disruptive to hear, often interpreted as noise, is a widespread environmental pollutant. Similar to other environmental pollutants, this noise incurs a variety of costs to society. Numerous negative health impacts are linked to increases in noise exposure,such as increased cardiovascular risk;and sleep 展开更多
关键词 SF NSS A Cross-cultural Examination of the Noise-sensitivity Scale-short form:Measurement Invariance testing between the US and Chinese Samples CFA TLI CFI US
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Evaluation of Pneumatic Bulge Test Experiments and Corresponding Numerical Forming Simulations
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作者 Jens Kappes MathiasLiewald 《材料科学与工程(中英文B版)》 2011年第4期472-478,共7页
关键词 测试实验 成型技术 数值模拟 气动 金属板材成形 应变速率敏感性指数 材料参数 评价
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A novel control method of automatically formed roadway by roof cutting and confined concrete column in extremely close-distance coal seam
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作者 XUE Hao-jie WANG Qi +4 位作者 ZHANG Chong HE Man-chao ZHANG Bo-wen ZHANG Shu WANG Ye-tai 《Journal of Central South University》 2025年第10期3911-3926,共16页
Under the influence of the upper coal pillars and dynamic pressure of coal mining,the roadway of the lower coal seam is prone to large deformation failure.In this paper,a novel control method and key technologies of a... Under the influence of the upper coal pillars and dynamic pressure of coal mining,the roadway of the lower coal seam is prone to large deformation failure.In this paper,a novel control method and key technologies of automatically formed roadway(AFR)by roof cutting and confined concrete column in extremely close-distance coal seam are proposed.Furthermore,a numerical model is established to analyze the structure characteristics of overlying roof strata.Based on numerical results,the roof structure model of“voussoir beam of upper layer+short cantilever beam of lower layer”of this method is proposed.What’s more,the calculation equation of the roof bending moment and evaluation indexes is established,and the influence of different factors on roof stability control of AFR is studied.Finally,a field test is conducted to verify the effectiveness of this novel method.Field results were as follows:1)The maximum and average support stress of working face obviously decreased;2)The confined concrete column can provide high-strength support in dynamic influence zone;3)The maximum deformation of AFR safety requirement can be met.This study can provide effective guidance for the application of this method in extremely close-distance coal seam. 展开更多
关键词 extremely close-distance coal seam automatically formed roadway(AFR) confined concrete column numerical simulation roof structure model field test
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钢框架-冷弯薄壁型钢剪力墙结构抗侧性能试验研究
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作者 石宇 高畅 +1 位作者 徐云鹏 张海宾 《工程力学》 北大核心 2026年第1期219-229,共11页
为了研究钢框架-冷弯薄壁型钢剪力墙结构的抗侧性能,对1个钢框架和3个钢框架-冷弯薄壁型钢剪力墙试件进行水平低周往复加载试验,对比了内填冷弯薄壁型钢剪力墙前后整体结构的抗侧性能,还考虑了镁晶板厚度、刚性斜撑对结构抗侧性能的影... 为了研究钢框架-冷弯薄壁型钢剪力墙结构的抗侧性能,对1个钢框架和3个钢框架-冷弯薄壁型钢剪力墙试件进行水平低周往复加载试验,对比了内填冷弯薄壁型钢剪力墙前后整体结构的抗侧性能,还考虑了镁晶板厚度、刚性斜撑对结构抗侧性能的影响。结果表明:钢框架与冷弯薄壁型钢剪力墙组合后具有良好的抗侧性能;对内填剪力墙增设刚性斜撑或增加镁晶板厚度均可提高墙体的抗剪承载力及弹性抗侧刚度,继而提升结构的整体抗侧性能。结合破坏特征,提出钢框架-冷弯薄壁型钢剪力墙结构2个受力阶段:前中期受力阶段主要由冷弯薄壁型钢剪力墙承担水平荷载,后期受力阶段主要由钢框架承担水平荷载。分析受力过程中水平剪力在钢框架和冷弯薄壁型钢剪力墙之间的分配关系及其变化情况,前期冷弯薄壁型钢剪力墙剪力分担率为70%~84%,后期钢框架剪力分担率增至72%~75%,表明此类结构是一种典型的双重抗侧力设防体系。 展开更多
关键词 钢框架 冷弯薄壁型钢剪力墙 拟静力试验 抗剪性能 剪力分配
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柱脚形式不同的部分填充混凝土装配式钢桥墩抗震性能研究
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作者 吴庆雄 郑其鑫 +1 位作者 袁辉辉 秦志清 《土木工程学报》 北大核心 2026年第4期122-138,共17页
为探究不同柱脚连接形式对部分填充混凝土装配式钢桥墩(简称“PS-PFC桥墩”)的抗震性能的影响,文章以柱脚形式为主要参数,进行3个混凝土填充率为25%的大比例PS-PFC试件的拟静力试验,并采用ABAQUS软件开展此类桥墩的精细化有限元模拟与... 为探究不同柱脚连接形式对部分填充混凝土装配式钢桥墩(简称“PS-PFC桥墩”)的抗震性能的影响,文章以柱脚形式为主要参数,进行3个混凝土填充率为25%的大比例PS-PFC试件的拟静力试验,并采用ABAQUS软件开展此类桥墩的精细化有限元模拟与拓展参数分析。结果表明:采用埋入式柱脚的桥墩具有最强的滞回耗能能力,但延性最差,混凝土填充面上方的钢管破坏严重,震后修复困难。采用端承式柱脚与外包式柱脚的桥墩受力机理相似,耗能水平相当,均具有优良的延性,前者达到极限状态时表现为锚杆拉伸变形和柱底钢板屈曲变形,震后修复较易,而后者外包层混凝土破碎、承台混凝土崩裂,震后修复不易。埋入式桥墩的峰值荷载和延性皆与轴压比呈负相关,而端承式与外包式桥墩则相反;钢管强度、锚杆直径和外包层高度等参数均会不同程度地影响桥墩的抗震性能。进而提出PS-PFC桥墩的水平承载力理论计算方法,其计算结果与有限元分析结果吻合良好。 展开更多
关键词 装配式钢桥墩 柱脚形式 抗震性能试验 有限元分析 水平承载力
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Theoretical prediction and experimental investigation on formability of tailor-welded blanks 被引量:5
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作者 马向东 官英平 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2016年第1期228-236,共9页
Based on the elastoplastic mechanical properties of the weld and heat affected zone metals obtained by a nanoindentation test, a theoretical calculation model was established for the forming limit diagram(FLD) of ta... Based on the elastoplastic mechanical properties of the weld and heat affected zone metals obtained by a nanoindentation test, a theoretical calculation model was established for the forming limit diagram(FLD) of tailor-welded blanks(TWBs) on the basis of plastic constitutive relations and Hosford yield criteria. Hemispherical punch bulging tests were performed to verify the FLD theoretical calculation results. The results demonstrated that not only the FLD theoretical calculation of base materials but also that of TWBs had a good agreement with their experiments. Besides, poorer formability of TWBs caused its FLD significantly lower than that of base materials. The theoretical calculation model offers a reliable approach to obtain the specific FLD of TWBs. 展开更多
关键词 tailor-welded blank forming limit diagram nanoindentation test hemispherical punch bulging test
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单轴压应力下楔形掏槽爆破模型试验与数值仿真研究
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作者 陈思羽 杨立云 +4 位作者 杨爱云 黄晨 谢焕真 王俊豪 程兵 《振动与冲击》 北大核心 2026年第3期282-293,共12页
楔形掏槽爆破因其爆破能量集中、炮孔利用率高,广泛应用于掘进工作面作业中。为探究地应力对楔形掏槽爆破的影响,研究采用极端条件下的单轴加压方法(设置侧压力系数为0),基于围压作用下的掏槽理论,采用模型试验和有限元数值模拟方法,探... 楔形掏槽爆破因其爆破能量集中、炮孔利用率高,广泛应用于掘进工作面作业中。为探究地应力对楔形掏槽爆破的影响,研究采用极端条件下的单轴加压方法(设置侧压力系数为0),基于围压作用下的掏槽理论,采用模型试验和有限元数值模拟方法,探讨了爆破过程中的力学机制。研究结果表明:单轴压应力对楔形掏槽爆生裂纹的产生和扩展具有导向作用,裂纹的产生和扩展方向与爆破后的单轴压应力方向一致;无论是横向加载还是纵向加载,单轴压应力都将提高掏槽破碎块度的大块率,对于粒径大于9.50 mm的块度影响显著,对于粒径小于9.50 mm的块度影响不显著;单轴压应力在爆破初期对Mises应力峰值影响较小,但在爆破中后期影响显著;当单轴压应力垂直于炮孔长轴(T2)施加时,槽腔体积最大,而当单轴压应力垂直于炮孔短轴(T3)施加时,槽腔体积增加;施加单轴压应力后深度方向范围无明显变化,表明爆后沿深度方向的损伤几乎不受单轴压应力的影响。研究结果对地应力下的掏槽设计优化提供参考。 展开更多
关键词 爆破试验 掏槽爆破 成腔规律 地应力 破碎块度 有限元分析
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冷弯薄壁型钢部分包覆轻质混凝土十形柱的抗震性能
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作者 李补拴 张坤 +3 位作者 周伟 梁仪伟 陈明 赵根田 《西南交通大学学报》 北大核心 2026年第1期136-146,共11页
针对冷弯薄壁型钢构件局部易屈曲和陶粒轻质混凝土易开裂问题,考虑建筑室内布置美学方面要求,提出一种可预制装配的冷弯薄壁型钢部分包覆轻质混凝土十形柱.以粗骨料取代率为参数设计并制作4根十形柱,完成低周往复加载试验;基于此,采用... 针对冷弯薄壁型钢构件局部易屈曲和陶粒轻质混凝土易开裂问题,考虑建筑室内布置美学方面要求,提出一种可预制装配的冷弯薄壁型钢部分包覆轻质混凝土十形柱.以粗骨料取代率为参数设计并制作4根十形柱,完成低周往复加载试验;基于此,采用有限元软件ABAQUS对轻骨料混凝土强度、钢板强度、钢板厚度和加载角度进行拓展分析.试验结果表明:4个试件滞回曲线均呈对称饱满的梭形,试件破坏形态呈现压弯破坏;随着粗骨料取代率由0%增大到30%、70%和100%,试件重量分别减轻77、176、252 kg/m^(3),碳减排量分别降低19.18%、38.11%和49.93%,极限承载力分别降低1.0%、4.7%和9.2%,延性系数先增大1.4%,后降低3.8%和4.2%,耗能分别降低8.6%、2.5%和6.7%;采用粉煤灰陶粒替代普通石子作为混凝土粗骨料对冷弯薄壁型钢部分包裹混凝土十形柱抗震性能影响不显著,但相比于普通混凝土具有巨大的碳排减潜力;提高轻骨料混凝土强度对试件的承载力、延性及耗能性能提升不明显;当钢板强度由Q235提高至Q355时,试件极限承载力提高45.1%;当钢板厚度由4 mm分别增加至5 mm和6 mm时,试件极限承载力分别提高14.8%和35.5%;试件的最不利加载角度为45°. 展开更多
关键词 冷弯薄壁型钢 轻质混凝土 异形柱 拟静力试验 抗震性能
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供水管破损射流冲蚀覆层的室内模型试验
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作者 陆秀颖 陆烨 《上海大学学报(自然科学版)》 北大核心 2026年第1期142-152,共11页
开展地下水管破损射流冲蚀土层的室内模型试验,研究了覆土类型、进水压力和供水管径3种影响因素下,土层的冲蚀破坏形态、冲蚀高度和冲蚀速度的发展变化.结果发现:覆土类型会从本质上影响冲蚀破坏形态,砂土层中的塌陷空洞会堆积在冲蚀区... 开展地下水管破损射流冲蚀土层的室内模型试验,研究了覆土类型、进水压力和供水管径3种影响因素下,土层的冲蚀破坏形态、冲蚀高度和冲蚀速度的发展变化.结果发现:覆土类型会从本质上影响冲蚀破坏形态,砂土层中的塌陷空洞会堆积在冲蚀区顶部,含砾砂层中出现“上细下粗”的土颗粒重排现象,黏土层中的冲蚀空坑能暂时维持稳定;增大进水压力和减小供水管径,本质上都提高了破损口的冲蚀压力,覆层表面由向下塌陷破坏转为上凸小丘破坏.通过试验相似比尺和冲蚀高度曲线,可估算相似工程环境下水管破损射流的冲蚀时间,为城市地下市政供水管网的建设和维护提供参考. 展开更多
关键词 供水管泄漏 射流冲蚀 土层形态 室内模型试验
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