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Novel Method for Evaluating the Aging of Aviation Turbine Engine Oils via High-Temperature Bearing Deposit Tests
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作者 Hao Lichun Yang He +3 位作者 Song Haiqing Zhou Yunfan He Jingjian Liang Yuxiang 《China Petroleum Processing & Petrochemical Technology》 SCIE CAS CSCD 2024年第1期67-77,共11页
Aviation turbine engine oils require excellent thermal-oxidative stability because of their high-temperature environments.High-temperature bearing deposit testing is a mandatory method for measuring the thermal-oxidat... Aviation turbine engine oils require excellent thermal-oxidative stability because of their high-temperature environments.High-temperature bearing deposit testing is a mandatory method for measuring the thermal-oxidative performance of aviation lubricant oils,and the relevant apparatus was improved in the present study.Two different commercial aviation turbine engine oils were tested,one with standard performance(known as the SL oil)and the other with high thermal stability,and their thermal-oxidative stability characteristics were evaluated.After 100 h of high-temperature bearing testing,the SL oil was analyzed by using various analytical techniques to investigate its thermal-oxidative process in the bearing test,with its thermal-oxidative degradation mechanism also being discussed.The results indicate that the developed high-temperature bearing apparatus easily meets the test requirements of method 3410.1 in standard FED-STD-791D.The viscosity and total acid number(TAN)of the SL oil increased with the bearing test time,and various deposits were produced in the bearing test,with the micro-particles of the carbon deposits being sphere-like,rod-like,and sheet-like in appearance.The antioxidant additives in the oil were consumed very rapidly in the first 30 h of the bearing test,with N-phenyl-1-naphthylamine being consumed faster than dioctyldiphenylamine.Overall,the oil thermal-oxidative process involves very complex physical and chemical mechanisms. 展开更多
关键词 aviation turbine engine oil high-temperature bearing deposit test thermal-oxidative degradation antioxidant additives
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TENSILE TEST AND PHYSICAL MODEL OF NiTi SHAPE MEMORY ALLOY 被引量:1
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作者 HUZi-li WANGXin-wei XIONGKe 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI 2004年第4期267-271,共5页
The tensile stress-strain curves of NiTi wires are obtained by tensile experiments under different heat treatments. A phenomenological physical model based on hysteresis element method is developed to describe the exp... The tensile stress-strain curves of NiTi wires are obtained by tensile experiments under different heat treatments. A phenomenological physical model based on hysteresis element method is developed to describe the experimentally determined stress-strain curves of shape memory alloy (SMA) wires. Numerical simulations are made. Simulation results show that:(1) a series of unusual changes on physical and mechanical properties of SMA wires occur when martensitic, especially R (rhombohedral) phase transformation emerge. The stress-strain relation of SMA wires is highly non-linear; (2) there are no notable yielding phenomena before NiTi wires are broken; (3) numerical results obtained by the physical model are in good agreement with experimental data. 展开更多
关键词 SMA tensile test physical model numerical simulation constitutive relation
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Microstructural Changes of Graphene/PLA/PBC Nanofibers by Electrospinning during Tensile Tests 被引量:2
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作者 程伟东 任传慧 +5 位作者 顾晓华 吴昭君 邢雪青 默广 陈中军 吴忠华 《Chinese Physics Letters》 SCIE CAS CSCD 2017年第3期95-98,共4页
This study focuses on the nanostructure and nanostructural changes of novel graphene/poly(lactic acid) (PLA)/ poly(butylene carbonate) (PBC) nanofibers via electrospinning, which are characterized by different... This study focuses on the nanostructure and nanostructural changes of novel graphene/poly(lactic acid) (PLA)/ poly(butylene carbonate) (PBC) nanofibers via electrospinning, which are characterized by differential scanning calorimetry (DSC), scanning electron microscopy (SEM), tensile test and in situ small angle x-ray scattering. DSC indicates that the endothermic peak at 295℃ of pure PLA/PBC nanofibers shifted from 317℃ to lower 290℃ with the increasing graphene content. SEM observations reveal a fine dispersion of graphene in the nanofiber matrices. The graphene/PLA/PBC nanofiSers exhibit good improvements in mechanical property. The tensile strength of nanofibers increases with the addition of 0.01 g graphene but reduces with further addition of 0.04g graphene. The scattering intensities increase dramatically when the strain levels are higher than the yield point due to the nucleation and growth of nanovoids or crystals. However, the increasing content of graphene in the PLA/PBC matrix provokes a strong restriction to the deformation-induced crystals. 展开更多
关键词 PLA Microstructural Changes of Graphene/PLA/PBC Nanofibers by Electrospinning during tensile tests PBC
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Characteristics of hydraulic fracture network in the tight conglomerate reservoir based on a hydraulic fracturing test site
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作者 QIN Jianhua XIAN Chenggang +6 位作者 ZHANG Jing LIANG Tianbo WANG Wenzhong LI Siyuan ZHANG Jinning ZHANG Yang ZHOU Fujian 《Petroleum Exploration and Development》 2025年第1期245-257,共13页
In order to identify the development characteristics of fracture network in tight conglomerate reservoir of Mahu after hydraulic fracturing,a hydraulic fracturing test site was set up in the second and third members o... In order to identify the development characteristics of fracture network in tight conglomerate reservoir of Mahu after hydraulic fracturing,a hydraulic fracturing test site was set up in the second and third members of Triassic Baikouquan Formation(T1b2 and T1b3)in Ma-131 well area,which learned from the successful experience of hydraulic fracturing test sites in North America(HFTS-1).Twelve horizontal wells and a high-angle coring well MaJ02 were drilled.The orientation,connection,propagation law and major controlling factors of hydraulic fractures were analyzed by comparing results of CT scans,imaging logs,direct observation of cores from Well MaJ02,and combined with tracer monitoring data.Results indicate that:(1)Two types of fractures have developed by hydraulic fracturing,i.e.tensile fractures and shear fractures.Tensile fractures are approximately parallel to the direction of the maximum horizontal principal stress,and propagate less than 50 m from perforation clusters.Shear fractures are distributed among tensile fractures and mainly in the strike-slip mode due to the induced stress field among tensile fractures,and some of them are in conjugated pairs.Overall,tensile fractures alternate with shear fractures,with shear fractures dominated and activated after tensile ones.(2)Tracer monitoring results indicate that communication between wells was prevalent in the early stage of production,and the static pressure in the fracture gradually decreased and the connectivity between wells reduced as production progressed.(3)Density of hydraulic fractures is mainly affected by the lithology and fracturing parameters,which is smaller in the mudstone than the conglomerate.Larger fracturing scale and smaller cluster spacing lead to a higher fracture density,which are important directions to improve the well productivity. 展开更多
关键词 tight conglomerate tight oil hydraulic fracturing test site high-angle coring tensile fractures shear fractures fracture network features
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Experimental Study on Common and Steel Fiber Reinforced Concrete Under Dynamic Tensile Stress 被引量:2
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作者 董新龙 陈江瑛 +4 位作者 高培正 祁振林 王永忠 王永刚 王礼立 《Journal of Beijing Institute of Technology》 EI CAS 2004年第3期254-259,共6页
Split Hopkinson technique has been developed to test the strength of common concrete and steel fiber reinforced concrete under dynamic tensile stress. Two types of test methods are considered, the splitting tensile te... Split Hopkinson technique has been developed to test the strength of common concrete and steel fiber reinforced concrete under dynamic tensile stress. Two types of test methods are considered, the splitting tensile test and a modified spalling test in which a specimen is loaded under uniaxial stress. The result shows that the dynamic strength enhancement of concrete is remarkable by using the reinforcing fiber. But for the common concrete, the base of compressive strength seems to show little effect on the tensile strength under dynamic loading. The experimental results also show that the resistance to tensile fracture of the steel fiber reinforced concrete for C100-mix is higher than those of C40-mix.. 展开更多
关键词 CONCRETE dynamic test tensile strength SPALLING
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Optimization of technical measures for improving high-temperature performance of asphalt-rubber mixture 被引量:2
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作者 Chuan Xiao Tianqing Ling Yanjun Qiu 《Journal of Modern Transportation》 2013年第4期273-280,共8页
Asphalt-rubber pavements often become dam-aged in high-temperature regions and appear rutted or wavy, and experience slippage. To improve the high-temperature performance of the asphalt-rubber mixture, technical measu... Asphalt-rubber pavements often become dam-aged in high-temperature regions and appear rutted or wavy, and experience slippage. To improve the high-temperature performance of the asphalt-rubber mixture, technical measurements, such as, the optimal adjustment of gradation, technique of composite modification, and control of compaction were investigated. An optimal adjustment of aggregate gradation based on stone matrix asphalt improves the high-temperature stability of the asphaltrubber mixture significantly. Through composite modifi- cation, the effect of asphalt-rubber modification was enhanced, and the dynamic stability and relative defor- mation indices of the asphalt-rubber mixture were improved significantly. Furthermore, compaction parame- ters had a significant influence on the high-temperature stability of the asphalt-rubber mixture. The rolling times for compacting the asphalt-rubber mixture should be controlled to within 18-20 round-trips at a molding temperature at 180℃; if the rolling time is a 12 round-trip, the compaction temperature of the asphalt-rubber mixture should be controlled between 180 and 190℃. 展开更多
关键词 Road engineering test Asphalt-rubber mixture performance Optimization Laboratory high-temperature
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Graphene/carbon structured catalyst layer to enhance the performance and durability of the high-temperature proton exchange membrane fuel cells 被引量:1
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作者 Zhaoqi Ji Jianuo Chen +7 位作者 Zunmin Guo Ziyu Zhao Rongsheng Cai Maxwell T.P.Rigby Sarah J.Haigh Maria Perez-Page Yitao Shen Stuart M.Holmes 《Journal of Energy Chemistry》 SCIE EI CAS CSCD 2022年第12期399-407,I0011,共10页
In this study,nitrogen doped electrochemically exfoliated reduced graphene oxide and carbon black supported platinum(Pt/Nr EGO_(2)-CB_(3))has been prepared to enhance the performance and durability of hightemperature ... In this study,nitrogen doped electrochemically exfoliated reduced graphene oxide and carbon black supported platinum(Pt/Nr EGO_(2)-CB_(3))has been prepared to enhance the performance and durability of hightemperature PEMFCs with lower Pt loading.On the one hand,Pt/Nr EGO_(2)-CB_(3)with the strong interaction between the Pt and nitrogen(N)prevent agglomeration of Pt particles and Pt particles is 5.46±1.46 nm,which is smaller than that of 6.78±1.34 nm in Pt/C.Meanwhile,ECSA of Pt/Nr EGO_(2)-CB_(3)decrease 13.65%after AST,which is much lower than that of 97.99%in Pt/C.On the other hand,the Nr EGO flakes in MEAac act as a barrier to mitigate phosphoric acid redistribution,which improves the formation of triple-phase boundaries(TPBs)and gives stable operation of the MEAacwith a lower decay rate of 0.02 mV h^(-1)within100 h.After steady-state operation,the maximum power density of Pt/Nr EGO_(2)-CB_(3)(0.411 W cm^(-2))is three times higher than that of conventional Pt/C(0.134 W cm^(-2))in high-temperature PEMFCs.After AST,the mass transfer resistance of Pt/Nr EGO_(2)-CB_(3)electrode(0.560Ωcm^(2))is lower than that in Pt/C(0.728Ωcm^(2)). 展开更多
关键词 high-temperature proton exchange membrane fuel cell Phosphoric acid loss Pt catalyst degradation Accelerated stress test DURABILITY
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基于水力压裂现场实验室的致密砾岩人工缝网特征
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作者 覃建华 鲜成钢 +6 位作者 张景 梁天博 王文中 李思远 张津宁 张阳 周福建 《石油勘探与开发》 北大核心 2025年第1期217-228,共12页
为明确玛湖致密砾岩储层水力压裂后缝网发育特征,借鉴北美水力压裂试验场的成功经验,在玛131井区三叠系百口泉组二段(T1b2)和三段(T1b3)建立水力压裂现场实验室,共实施12口水平井和1口大斜度取心井,根据取心井MaJ02岩心裂缝CT扫描、成... 为明确玛湖致密砾岩储层水力压裂后缝网发育特征,借鉴北美水力压裂试验场的成功经验,在玛131井区三叠系百口泉组二段(T1b2)和三段(T1b3)建立水力压裂现场实验室,共实施12口水平井和1口大斜度取心井,根据取心井MaJ02岩心裂缝CT扫描、成像测井以及岩心直接观测结果,结合示踪剂监测资料,研究水力压裂缝产状、连通情况、扩展规律和主控因素。研究表明:①水力压裂形成张性和剪切两种性质的裂缝,张性缝近似平行于最大水平主应力方向,自井筒射孔簇最远可延伸50 m;剪切缝分布于张性缝之间,大部分受缝间诱导应力场影响呈走滑剪切模式,部分呈共轭成对出现,整体上压裂缝呈先张后剪、张剪相间、剪切为主的特征。②示踪剂监测结果表明,生产早期井间普遍存在连通,随着生产的进行,缝内静压力逐渐降低,井间连通性下降。③岩性和压裂参数影响水力裂缝密度,泥岩夹层水力裂缝密度低于砾岩,并限制裂缝的扩展;更大的改造规模、更小的簇间距可提高裂缝密度,是提高单井产量的重要方向。 展开更多
关键词 致密砾岩 致密油 水力压裂现场实验室 大斜度井取心 张性缝 剪切缝 缝网特征
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柔性环连网多重非线性DEM分析法
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作者 余志祥 刘键 田永丁 《计算力学学报》 北大核心 2025年第1期122-129,共8页
针对防落石柔性网系统的多体动力学计算难题,提出了一种用于环连网多重非线性分析的离散元分析方法。开展了12组单环准静态拉伸试验,获得了网环拉伸受力全过程的力-位移曲线,明确了多种钢丝缠绕圈数条件下钢丝环的拉弯临界荷载、破断力... 针对防落石柔性网系统的多体动力学计算难题,提出了一种用于环连网多重非线性分析的离散元分析方法。开展了12组单环准静态拉伸试验,获得了网环拉伸受力全过程的力-位移曲线,明确了多种钢丝缠绕圈数条件下钢丝环的拉弯临界荷载、破断力、破断变形及破断能量。据此,确定了离散元模型的等效物理参数,并考虑了钢丝环套接区域的压扁软化和拉弯复合受力特性,标定了网环单元离散元模型的Bond键拉弯刚度控制参数,解决了环网单元的弯-拉协调等效难题。建立了密集套结的环连网离散元模型,并开展了环连网顶破全过程的数值模拟,结合环连网部件试验结果进行了比较分析。研究表明,环连网离散元分析方法准确模拟了钢丝环单元的弯-拉大变形受力特征及接触区域拉、弯、压复合受力破断模式;同时再现了环连网部件顶破全过程的接触滑动、塑性变形及冲切破坏等关键物理现象;离散元模型的破断力峰值、破断变形、拉伸刚度、弯曲刚度等关键结果均与试验吻合,验证了方法的合理性与可靠性。研究成果为柔性防护工程多重非线性精确量化分析提供了新途径。 展开更多
关键词 防护工程 环连网 离散元方法 拉伸试验 数值模拟
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钢筋螺旋肋灌浆套筒连接性能试验分析
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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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百年混凝土桥梁方形带肋钢筋力学性能研究
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作者 翟慕赛 刘可凡 +1 位作者 陶怡然 陈建兵 《材料导报》 北大核心 2025年第5期170-175,共6页
为研究混凝土桥梁方形带肋钢筋的基本力学性能,针对从苏州市某百年混凝土桥梁获取的26根方形带肋钢筋,利用宏微观形态分析、化学成分测定、静力拉伸试验等方法开展了方形带肋钢筋表观特征、元素含量、力学性能等分析。结果表明百年混凝... 为研究混凝土桥梁方形带肋钢筋的基本力学性能,针对从苏州市某百年混凝土桥梁获取的26根方形带肋钢筋,利用宏微观形态分析、化学成分测定、静力拉伸试验等方法开展了方形带肋钢筋表观特征、元素含量、力学性能等分析。结果表明百年混凝土桥梁方形带肋钢筋表观特征部分满足现行规范要求。钢筋基体组织主要由铁素体与珠光体构成,同时存在一定的硫化物、硅酸盐等夹杂物,其中硅酸盐夹杂物含量显著高于现代钢筋;含碳量低于0.25%,属于低碳钢,化学元素Si与Mn含量满足现行规范要求,S与P含量高于现行规范的最高限值。钢筋屈服强度、极限强度、断裂伸长率、弹性模量、强屈比的平均值分别为276.40 MPa、413.43 MPa、35.49%、1.92×10^(5) MPa、1.49;弹性模量略低于现代桥梁用钢筋的弹性模量,强屈比、断裂伸长率均满足现行规范对桥梁用钢筋的要求。本工作的成果为同时期混凝土桥梁和历史建筑提供基本力学参数,对同类型混凝土建筑物的维护与加固具有工程意义。 展开更多
关键词 百年混凝土桥梁 方形带肋钢筋 表观特征 力学性能 拉伸试验
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基于三点弯曲试验的坝体模型材料研究
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作者 黄冠 涂劲 钟红 《水电能源科学》 北大核心 2025年第1期70-73,191,共5页
我国西南西北强地震区建设有多座高混凝土坝,采取适宜的抗震措施可有效改善大坝的抗震性能。纤维混凝土为混凝土坝抗震加固措施之一,为研究纤维混凝土模型材料的抗弯性能随纤维掺量的变化,按照质量掺量,设计1组对照组(0%)和6组试验组(0.... 我国西南西北强地震区建设有多座高混凝土坝,采取适宜的抗震措施可有效改善大坝的抗震性能。纤维混凝土为混凝土坝抗震加固措施之一,为研究纤维混凝土模型材料的抗弯性能随纤维掺量的变化,按照质量掺量,设计1组对照组(0%)和6组试验组(0.17%、0.33%、0.67%、1.00%、1.33%、1.67%),采用三点弯曲试验测试了纤维混凝土的抗弯性能。结果表明,纤维掺量对材料的强度和变形性能影响均很大;随着纤维掺量的提高,材料的抗弯强度先略有降低之后明显提高,掺量为1.00%时,试块的弯拉强度最大,之后随着掺量提高强度不再增长;峰值荷载位移与纤维掺量大体上呈线性关系。 展开更多
关键词 混凝土坝模型材料 麻纤维 纤维混凝土 三点弯曲试验 弯拉强度 峰值荷载位移
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基于拉剪试验的NEPE推进剂强度准则
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作者 刘帆 强洪夫 +2 位作者 王稼祥 王哲君 王学仁 《含能材料》 北大核心 2025年第1期24-31,共8页
为研究应变率和拉剪角度对NEPE推进剂拉剪强度的影响,采用拉剪夹具和蝶形试验件开展了推进剂在5个拉剪角度(0°、30°、45°、60°、90°)和5个应变率下(0.0012、0.0048、0.024、0.12、1 s^(-1))的拉剪试验,获得了... 为研究应变率和拉剪角度对NEPE推进剂拉剪强度的影响,采用拉剪夹具和蝶形试验件开展了推进剂在5个拉剪角度(0°、30°、45°、60°、90°)和5个应变率下(0.0012、0.0048、0.024、0.12、1 s^(-1))的拉剪试验,获得了推进剂在拉剪复合加载作用下拉剪强度随拉剪角度和应变率的变化规律;基于试验结果,利用改进的圆型方程对推进剂的拉剪强度极限进行了描述;并结合双剪统一强度理论,建立了不同应变率下推进剂拉剪强度准则,绘制了相应的推进剂统一强度理论极限面;最后利用建立的推进剂拉剪强度准则来预测了拉剪角度15°和75°下0.12 s^(-1)和1 s^(-1)应变率的拉剪强度,将预测结果与试验数据进行对比,验证了所建拉剪强度准则的有效性。研究表明,随着拉剪角度和应变率的增大,NEPE推进剂拉剪强度逐渐增大;通过对材料参数值进行拟合求解,建立的改进后的圆型方程和统一强度准则能够较好描述不同拉剪角度和应变率下NEPE推进剂的拉剪强度,基于所建强度准则对拉剪角度15°和75°下应变率0.12 s^(-1)和1 s^(-1)的拉剪强度极限的预测值与试验值的误差小于实际处理的容许误差范围15%。 展开更多
关键词 NEPE推进剂 拉剪试验 蝶形试件 强度准则
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高压纯氢环境对X80管线钢焊接接头氢脆敏感性的影响
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作者 王鹏涛 崔崇 +3 位作者 孙晨 鲁仰辉 刘伟 杨志文 《石油与天然气化工》 北大核心 2025年第1期118-124,共7页
目的研究高压纯氢环境对X80管线钢焊接接头氢脆敏感性的影响,为天然气管道掺氢焊接工艺提供参考。方法采用冲击试验和慢应变速率拉伸试验,结合SEM断口分析及塑性指标计算,研究了6.3 MPa高压纯氢环境中X80管线钢焊接接头氢脆敏感性。结果... 目的研究高压纯氢环境对X80管线钢焊接接头氢脆敏感性的影响,为天然气管道掺氢焊接工艺提供参考。方法采用冲击试验和慢应变速率拉伸试验,结合SEM断口分析及塑性指标计算,研究了6.3 MPa高压纯氢环境中X80管线钢焊接接头氢脆敏感性。结果(1)6.3 MPa纯氢环境下X80管线钢热影响区和焊缝的强度和塑性指标均有所下降,表现出一定的氢脆敏感性;(2)试样断口边缘出现脆性断裂的解理形貌,韧性断裂向脆性断裂转变;(3)塑性指标比值及延伸率下降率计算结果表明,相比于热影响区,6.3 MPa纯氢环境下焊缝的氢脆敏感性更高。结论在6.3 MPa高压纯氢环境中,X80管线钢焊接接头抗氢脆敏感性显著下降,断面收缩率、延伸率和抗拉强度均低于常压空气环境。 展开更多
关键词 高压纯氢环境 X80管线钢 焊接接头 氢脆 冲击试验 拉伸试验
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热再生沥青混合料集料-沥青界面黏结性能研究
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作者 骆作辉 《山西建筑》 2025年第9期107-110,共4页
随着我国交通事业的发展,废旧沥青混合料再生技术已经普遍应用到我国公路建设过程中,工程经验表明,热再生沥青混合料高温性能优于普通沥青混合料,但其水稳性能却有所降低。因此,文章基于集料-沥青黏附理论,采用室内拉伸试验,研究了温度... 随着我国交通事业的发展,废旧沥青混合料再生技术已经普遍应用到我国公路建设过程中,工程经验表明,热再生沥青混合料高温性能优于普通沥青混合料,但其水稳性能却有所降低。因此,文章基于集料-沥青黏附理论,采用室内拉伸试验,研究了温度、沥青老化程度、集料类型、再生剂、水分等因素对集料-沥青界面黏结性能的影响,进而从微观层面解释了热再生沥青混合料水稳定性较差的原因。 展开更多
关键词 热再生沥青混合料 黏附性 拉伸试验 水稳定性
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植物根系固土试验研究进展
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作者 明雨洁 姚秋亦 高新南 《科技创新与应用》 2025年第1期74-78,85,共6页
植物根系固土技术在防治土体滑坡中具有重要作用。为深入了解植物根系与土壤相互作用机理,基于现有研究成果,利用VOSviewer软件对2000—2023年植物根系固土领域文献进行关键词聚类分析,得出植物根系固土试验研究常用的方法有根土复合体... 植物根系固土技术在防治土体滑坡中具有重要作用。为深入了解植物根系与土壤相互作用机理,基于现有研究成果,利用VOSviewer软件对2000—2023年植物根系固土领域文献进行关键词聚类分析,得出植物根系固土试验研究常用的方法有根土复合体剪切试验、单根抗拉试验、根系构型试验和原位拉拔试验,分类归纳4种试验方法的适用性及应用情况。详细梳理各试验方法的研究进展,总结根系参数、土壤性质和环境条件对固土效果的影响。未来研究需优化试验方法,更准确地模拟实际条件中根土复合体的受力,以提高试验研究结论的准确性和代表性。 展开更多
关键词 根系固土 文献计量 根系构型 抗剪强度 单根抗拉试验 原位拉拔试验
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掺氢环境中在役X60管线钢氢脆和疲劳性能研究
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作者 费凡 魏仁超 +2 位作者 杨志文 冯敏 王修云 《材料保护》 2025年第3期147-154,共8页
随着在役天然气管道掺氢输送在氢能利用发展需求中的日趋迫切,在役管道材料将面临在氢气环境中运行的安全风险。为研究在役天然气管道在掺氢输送条件下的氢脆性能,以某在役天然气管道X60管线钢为研究对象,开展了管线钢在氢气环境中的慢... 随着在役天然气管道掺氢输送在氢能利用发展需求中的日趋迫切,在役管道材料将面临在氢气环境中运行的安全风险。为研究在役天然气管道在掺氢输送条件下的氢脆性能,以某在役天然气管道X60管线钢为研究对象,开展了管线钢在氢气环境中的慢应变速率拉伸测试及疲劳裂纹扩展测试,分析了氢对管材拉伸性能及疲劳性能的影响。结果表明:在总压6.4 MPa、掺氢比为5%的条件下,在役弯管X60钢的氢脆敏感性均较低,断口基本呈韧性断裂特征,5%的掺氢比不影响其断裂特征;而在同样的掺氢环境中,X60管线钢的疲劳裂纹扩展速率则受氢环境和裂纹尖端应力强度因子范围的影响,当应力强度因子范围高于某个特定值时,X60管线钢的疲劳裂纹扩展速率急剧增大,疲劳裂纹扩展模式由裂纹尖端塑性变形机制主导的韧性断裂转变为氢和循环载荷协同作用下脆性与韧性的混合断裂。X60弯管母材的氢脆敏感性和疲劳性能都将作为在役天然气管道掺氢输送的关键评价指标。 展开更多
关键词 X60管线钢 掺氢 慢应变速率拉伸测试 氢脆敏感性 疲劳裂纹扩展
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Evaluation of in-plane shear test methods for composite material laminates
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作者 王言磊 《Journal of Chongqing University》 CAS 2007年第3期221-226,共6页
In-plane shear properties of composite material laminates are very important in structural design of composite material. Four commonly used in-plane shear test methods were introduced in this paper. In order to study ... In-plane shear properties of composite material laminates are very important in structural design of composite material. Four commonly used in-plane shear test methods were introduced in this paper. In order to study the differences of various shear test methods, two ASTM standard in-plane shear test methods for composite material laminates were experimentally investigated. They are ±45° tensile shear test (ASTM D3518) and V-notched rail shear test (ASTM D7078). Five types of composite material laminates composed of E-glass fiber fabric and vinyl ester resin were utilized, whose stacking sequences are 03s, 0/903s, CSM/0/902s, ±453s and (0/90)2/(±45)2/(0/90)2s, respectively. The test results indicate that the ±45° tensile shear test can predict shear moduli of composite material laminates accurately. However, the predictions of shear strength using ±45° tensile shear test are significantly lower than those of V-notched rail shear test. 展开更多
关键词 in-plane shear test ±45° tensile shear test V-notched rail shear test comoosite material laminate
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管道环焊缝拉伸应变容量模型分析及改进 被引量:1
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作者 王昊 张浩楠 +4 位作者 吴圣思 吴江桥 张振永 刘啸奔 张宏 《石油机械》 北大核心 2024年第3期108-116,共9页
为了确保石油天然气管线在复杂服役环境下的本质安全,探讨了目前国内外广泛应用的3种管道环焊缝拉伸应变容量模型(CSA Z662、PRCI-CRES、EXXON MOBIL),并对其参数选取范围性进行了汇总和对比分析。通过分析模型预测值和96组全尺寸管道... 为了确保石油天然气管线在复杂服役环境下的本质安全,探讨了目前国内外广泛应用的3种管道环焊缝拉伸应变容量模型(CSA Z662、PRCI-CRES、EXXON MOBIL),并对其参数选取范围性进行了汇总和对比分析。通过分析模型预测值和96组全尺寸管道及宽板拉伸试验数据的差异,对各拉伸应变容量模型在不同钢级下的预测精度进行了验证,并使用90%置信上限倒数法计算了模型安全系数。结果表明:由于CSA Z662模型断裂韧性取值上限过小,导致其对于中、高钢级管线的预测值过于保守;EXXON MOBIL和PRCI-CRES模型更为完善,二者预测结果相似,并与试验结果较为相符。针对EXXON MOBIL和PRCI-CRES模型计算所得的安全系数可以明显改善模型预测结果,可将非保守预测值最大误差控制在约30%范围内,从而有效满足较为保守的设计要求。研究结果可为管线基于应变设计提供理论指导。 展开更多
关键词 环焊缝 拉伸应变容量模型 本质安全 全尺寸试验 宽板试验 断裂韧性
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磁记忆效应的Jiles-Atherton理论模型全过程推导 被引量:2
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作者 苏三庆 刘馨为 +3 位作者 王威 左付亮 邓瑞泽 秦彦龙 《西安建筑科技大学学报(自然科学版)》 北大核心 2024年第1期1-6,共6页
金属磁记忆检测方法是一种能够对铁磁材料进行早期无损检测的新技术,其检测的是在外应力和地磁场的共同作用下铁磁构件产生的自发漏磁场.而磁机械效应则是指在恒定的外磁场环境中,磁化强度与外应力之间的变化关系.两者从本质上来讲是相... 金属磁记忆检测方法是一种能够对铁磁材料进行早期无损检测的新技术,其检测的是在外应力和地磁场的共同作用下铁磁构件产生的自发漏磁场.而磁机械效应则是指在恒定的外磁场环境中,磁化强度与外应力之间的变化关系.两者从本质上来讲是相似的.因此,磁记忆效应的物理本质就是弱磁场(地磁场)下的磁机械效应.针对磁机械效应经典的Jiles-Atherton理论模型,进行了系统、全面、完整的理论公式推导,分析了不同变量之间的物理关系和数学关系,并指出Jiles-Atherton理论模型存在的不足,并探讨了基于该模型进行的优化改进研究,改进的模型很好地解释了拉压应力作用下的非对称磁化行为. 展开更多
关键词 Jiles-Atherton理论模型 铁磁材料 无损检测 磁记忆效应 拉压应力
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