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Advanced test methods of material property characterization:high strain-rate testing and experimental simulation of multiaxial stress states
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作者 Reinhard BARDENHEIER 《Baosteel Technical Research》 CAS 2010年第S1期122-,共1页
Optimum utilization of the loading capability of engineering materials is an important and active contribution to protect nature's limited resources,and it is the key for economic design methods.In order to make u... Optimum utilization of the loading capability of engineering materials is an important and active contribution to protect nature's limited resources,and it is the key for economic design methods.In order to make use of the materials' resources,those must be known very well;but conventional test methods will offer only limited informational value.The range of questions raised is as wide as the application of engineering materials,and partially they are very specific.The development of huge computer powers enables numeric modelling to simulate structural behaviour in rather complex loading environments-so the real material behaviour is known under the given loading conditions.Here the art of material testing design starts.To study the material behaviour under very distinct and specific loading conditions makes it necessary to simulate different temperature ranges,loading speeds, environments etc.and mostly there doesn't exist any commonly agreed test standard.In this contribution two popular,non-standard test procedures and test systems will be discussed on the base of their application background,special design features as well as test results and typically gained information:The demand for highspeed tests up to 1000 s^(-1) of strain rate is very specific and originates primarily in the automotive industry and the answers enable CAE analysis of crashworthiness of vehicle structures under crash conditions.The information on the material behaviour under multiaxial loading conditions is a more general one.Multiaxial stress states can be reduced to an equivalent stress,which allows the evaluation of the material's constraint and criticality of stress state.Both discussed examples shall show that the open dialogue between the user and the producer of testing machines allows custom-tailored test solutions. 展开更多
关键词 economic design numeric modelling simulation high strain-rate testing strain- rate sensitivity CRASHWORTHINESS multiaxial stress state material constraint equivalent stress state
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Hot deformation behavior of microstructural constituents in a duplex stainless steel during high-temperature straining 被引量:12
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作者 Amir Momeni Shahab Kazemi Ali Bahrani 《International Journal of Minerals,Metallurgy and Materials》 SCIE EI CAS CSCD 2013年第10期953-960,共8页
The hot deformation characteristics of 1.4462 duplex stainless steel (DSS) were analyzed by considering strain partitioning between austenite and ferrite constituents. The individual behavior of ferrite and austenit... The hot deformation characteristics of 1.4462 duplex stainless steel (DSS) were analyzed by considering strain partitioning between austenite and ferrite constituents. The individual behavior of ferrite and austenite in microstructure was studied in an iso-stress condition. Hot compression tests were performed at temperatures of 800-1100~C and strain rates of 0.001-1 s-1. The flow stress was modeled by a hyperbolic sine constitutive equation, the corresponding constants and apparent activation energies were determined for the studied alloys. The constitutive equation and law of mixture were used to measure the contribution factor of each phase at any given strain. It is found that the contribution factor of ferrite exponentially declines as the Zener-HoUomon parameter (Z) increases. On the contrary, the austenite contribution polynomially increases with the increase of Z. At low Z values below 2.6. x 1015 (lnZ---35.5), a negative contribution factor is determined for austenite that is attributed to dynamic recrystallization. At high Z values, the contribution factor of austenite is about two orders of magnitude greater than that of ferrite, and therefore, austenite can accommodate more strain. Microstructural characterization via electron back-scattered diffraction (EBSD) confirms the mechanical results and shows that austenite recrystallization is possible only at high temperature and low strain rate. 展开更多
关键词 duplex stainless steel compression testing strain partitioning high temperature operations DEFORMATION
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Whole Field Strain Measurement of High Strength Steel Under Plain Strain Condition 被引量:1
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作者 SMITH Lorenzo M 《Journal of Iron and Steel Research International》 SCIE EI CAS CSCD 2011年第S1期320-324,共5页
Sheet metal undergoes different strain conditions during different forming processes.The investigation of mechanical properties under these conditions is very important in the forming techniques.Sheet metal is particu... Sheet metal undergoes different strain conditions during different forming processes.The investigation of mechanical properties under these conditions is very important in the forming techniques.Sheet metal is particularly liable to failure under plain strain state.Measure and investigate the necking strain under plane strain condition is a particularly important study for sheet formability forecasting.In this study,material behavior of DP780 high strength steel sheet under plain strain condition was studied.Conventional plane strain tensile tests were carried out on the MTS testing machine with a special designed specimen.A digital image correlation system was employed to measure the full-field strain distribution during plain strain tensile test.The strain evolution during deformation was obtained and investigated.The capability of the specimen for plane strain test was validated from the strain distributions.The necking strain and fracture strain of DP780 high strength steel sheet were determined from the strain field and strain history results. 展开更多
关键词 plain strain test strain history FRACTURE high strength steel digital image correlation
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Indirect Tensile Characterization of Graphite Platelet Reinforced Vinyl Ester Nanocomposites at High-Strain Rate 被引量:1
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作者 Brahmananda Pramanik P. Raju Mantena +1 位作者 Tezeswi Tadepalli Arunachalam M. Rajendran 《Open Journal of Composite Materials》 2014年第4期201-214,共14页
An indirect tensile testing method is proposed for characterizing low strength graphite platelet reinforced vinyl ester nanocomposites at high-strain rate. In this technique, the traditional Brazilian disk (diametrica... An indirect tensile testing method is proposed for characterizing low strength graphite platelet reinforced vinyl ester nanocomposites at high-strain rate. In this technique, the traditional Brazilian disk (diametrical compression) test method for brittle materials is utilized along with conventional split-Hopkinson pressure bars (SHPB) for evaluating cylindrical disk specimens. The cylindrical disk specimen is held snugly in between two concave end fixtures attached to the incident and transmission bars. To eliminate the complexities of conventional strain gage application, a non-contact Laser Occluding Expansion Gage (LOEG) has been adapted for measuring the diametrical transverse expansion of the specimen under high-strain rate diametrical compressive loading. Failure diagnosis using high-speed digital photography validates the viability of utilizing this indirect test method for characterizing the tensile properties of xGnP (exfoliated graphite nanoplatelets) reinforced and additional CTBN (Carboxyl Terminated Butadiene Nitrile) toughened vinyl ester based nanocomposites. Also, quasi-static indirect tensile response agrees with previous investigations conducted using the traditional dog-bone specimen in direct tensile tests. Investigation of both quasi-static and dynamic indirect tensile test responses shows the strain rate effect on the tensile strength and energy absorbing capacity of the candidate materials. The contribution of reinforcement to the tensile properties of the candidate materials is presented. 展开更多
关键词 Split Hopkinson Pressure BARS high-strain Rate Tensile test BRAZILIAN Disk test Method Laser Occluding Expansion Gage NANOCOMPOSITES
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Energy Absorption of Pultruded Glass-Graphite/Epoxy Hybrid Composites under High Strain-Rate Induced Transverse Tension
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作者 Damian Stoddard Suman Babu Ukyam +1 位作者 R. Mantena Prabhakar Arunachalam Rajendran 《Open Journal of Composite Materials》 2018年第2期43-53,共11页
This paper focuses on the dynamic tensile response of glass-graphite/epoxy composites illustrating improvement in energy absorption through hybridization. The dynamic response and energy absorption characteristics of ... This paper focuses on the dynamic tensile response of glass-graphite/epoxy composites illustrating improvement in energy absorption through hybridization. The dynamic response and energy absorption characteristics of pultruded hybrid combinations of glass and graphite fibers in an epoxy matrix subjected to induced transverse tension at high strain-rate in a modified Split Hopkinson Pressure Bar (SHPB) apparatus, are presented. Transverse tensile strength was determined by diametral compression of disc samples (Brazilian indirect tensile test method). Diametral crack initiation and strain to failure were monitored with a Shimadzu HPV-2 high-speed video camera at a recording speed of 500,000 fps and Digital Image Correlation (DIC). Adequate measures were taken to ensure that initiation of specimen failure occurred at the exact center of the disc specimen, and propagated through the diameter along the compressive loading axis, for the induced transverse tension tests to be valid. A study of the strength and specific energy absorption demonstrates the benefits of hybridization. Under induced transverse tensile loading condition, the pure glass/epoxy (GL60) exhibited higher strength than pure graphite/epoxy (GR60). Pure graphite/epoxy (GR60) has higher specific energy absorption capacity than pure glass/epoxy (GL60) in transverse tension. Among all hybrids, GR30 has the highest specific energy absorption under transverse tension. Overall, hybrid GL48, with 48% low-cost glass fibers in the inner core and 12% high-cost graphite fibers in outer shell, was found to exhibit better performance under induced transverse tension at high strain-rates, showing the benefits of hybridization. 展开更多
关键词 Pultruded Composites HYBRIDS high strain-RATE SHPB Dynamic Energy Absorption BRAZILIAN Disc Indirect Tensile test
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Constitutive Modeling for Ti-6Al-4V Alloy Machining Based on the SHPB Tests and Simulation 被引量:6
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作者 CHEN Guang KE Zhihong +1 位作者 REN Chengzu LI Jun 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2016年第5期962-970,共9页
A constitutive model is critical for the prediction accuracy of a metal cutting simulation. The highest strain rate involved in the cutting process can be in the range of 104-106 s 1. Flow stresses at high strain rate... A constitutive model is critical for the prediction accuracy of a metal cutting simulation. The highest strain rate involved in the cutting process can be in the range of 104-106 s 1. Flow stresses at high strain rates are close to that of cutting are difficult to test via experiments. Split Hopkinson compression bar (SHPB) technology is used to study the deformation behavior of Ti-6Al-4V alloy at strain rates of 10 -4-10 4s- 1. The Johnson Cook (JC) model was applied to characterize the flow stresses of the SHPB tests at various conditions. The parameters of the JC model are optimized by using a genetic algorithm technology. The JC plastic model and the energy density-based ductile failure criteria are adopted in the proposed SHPB finite element simulation model. The simulated flow stresses and the failure characteristics, such as the cracks along the adiabatic shear bands agree well with the experimental results. Afterwards, the SHPB simulation is used to simulate higher strain rate(approximately 3 × 10 4 s -1) conditions by minimizing the size of the specimen. The JC model parameters covering higher strain rate conditions which are close to the deformation condition in cutting were calculated based on the flow stresses obtained by using the SHPB tests (10 -4 - 10 4 s- 1) and simulation (up to 3 × 10 4 s - 1). The cutting simulation using the constitutive parameters is validated by the measured forces and chip morphology. The constitutive model and parameters for high strain rate conditions that are identical to those of cutting were obtained based on the SHPB tests and simulation. 展开更多
关键词 constitutive model Ti-6Al-4V alloy SHPB test high strain rate MACHINING
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Experimental study on stress-strain-temperature models for structural steel 被引量:1
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作者 杨秀英 赵金城 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2011年第1期6-10,共5页
For the research on steel structure in fire,it is very important to determine the properties of structural steel at elevated temperature.Up to now,the high-temperature properties of material is believed to be related ... For the research on steel structure in fire,it is very important to determine the properties of structural steel at elevated temperature.Up to now,the high-temperature properties of material is believed to be related to only temperature state,which is not precise enough to simulate the behavior of steel structures under different combinations of heating,cooling,loading,and unloading.To analyze the influence of the temperature-load history on the steel properties,a series of tests were carried out under different temperature-load paths about steel Q235,which is widely used in steel structures in China.In this paper,the method to set the temperature-load paths was introduced;the variety regulation of steel properties changing with temperature was analyzed under different paths;according to experimental results,the formulas of elastic modulus and yield strength at elevated temperature were fitted,and the stress-strain-temperature 3D relationships of structural steel under different paths were presented. 展开更多
关键词 structure steel high-temperature material test temperature-load history stress-strain-temperature relationship
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双相钢HC550/DP980高应变速率力学特性和表征模型
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作者 陈琳 贺志瑛 谢学飞 《锻压技术》 北大核心 2025年第5期274-282,共9页
针对双相钢HC550/DP980高应变速率下的力学性能和表征模型开展研究。通过试验获得了材料在不同应变速率下的力学性能,分析了强度、断后伸长率和强塑积等的变化规律,并对比了不同试样的断口形貌。获取不同应变速率下动态增长因子DIF的变... 针对双相钢HC550/DP980高应变速率下的力学性能和表征模型开展研究。通过试验获得了材料在不同应变速率下的力学性能,分析了强度、断后伸长率和强塑积等的变化规律,并对比了不同试样的断口形貌。获取不同应变速率下动态增长因子DIF的变化规律,拟合获取随应变速率变化的数学模型;以准静态0.001 s^(-1)下的真应力-塑性应变曲线为基准,获得最优外延曲线,将外延曲线与DIF数学模型耦合获得高应变速率材料模型,并与试验测试获得的屈服强度和抗拉强度进行对比;采用防撞梁落锤冲击测试与仿真模型对标,验证了所建立的高应变速率模型的精度。结果表明:HC550/DP980双相钢具有一定的应变速率敏感性;断口呈现出明显的韧性断裂特征,且随着应变速率的变化,断口的尺寸和深度以及分布均呈现不同的变化规律;耦合获取的材料模型与试验测试结果的关键参数的偏差低于4%;防撞梁冲击的载荷-位移曲线的变化趋势一致,关键参数的偏差较低,表明所建立的高应变速率力学模型精度较高,为此类性能仿真提供了分析方法和模型参考。 展开更多
关键词 双相钢 高应变速率 表征模型 动态增长因子 冲击试验
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锤击偏心对钢管桩高应变检测结果的影响分析 被引量:1
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作者 李志豪 何金海 +2 位作者 李建军 孙益振 白玉新 《水运工程》 2025年第3期248-252,共5页
针对在高应变检测中经常出现的力信号偏心问题,在结果分析中通常是通过平均两个力信号抵消偏心的影响,但若偏心过大或信号失真,仍会对测试效果和分析结果造成明显影响。对钢管桩高应变检测中锤击偏心产生的原因进行具体分析,提出现场相... 针对在高应变检测中经常出现的力信号偏心问题,在结果分析中通常是通过平均两个力信号抵消偏心的影响,但若偏心过大或信号失真,仍会对测试效果和分析结果造成明显影响。对钢管桩高应变检测中锤击偏心产生的原因进行具体分析,提出现场相应的处理建议,即根据锤击偏心产生的根源和对检测结果的影响程度,有针对性地调整传感器安装位置、微调桩架等。 展开更多
关键词 钢管桩 高应变检测 锤击偏心
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大直径钢管桩承载力影响因素及现场试验分析 被引量:1
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作者 宋超 李志豪 +1 位作者 孙益振 白玉新 《水运工程》 2025年第3期152-157,共6页
针对在工程应用中需要有效发挥开口钢管桩承载力的问题,从钢管桩承载力机理出发,结合承载力高应变检测数据,系统分析桩侧桩端土层参数、钢管桩尺寸、入土深度、桩端承载力折减系数对开口钢管桩承载力的影响程度。结果表明,对于端承为主... 针对在工程应用中需要有效发挥开口钢管桩承载力的问题,从钢管桩承载力机理出发,结合承载力高应变检测数据,系统分析桩侧桩端土层参数、钢管桩尺寸、入土深度、桩端承载力折减系数对开口钢管桩承载力的影响程度。结果表明,对于端承为主的钢管桩打入桩,应尽量控制终锤时的贯入度,贯入度越小,桩端土塞效应越明显,利用桩端土塞效应可显著提高钢管桩的承载力。但是桩侧桩端土层参数和桩端承载力折减系数在施工因素和时间效应影响下也有可能变小,需要提前预防受个别因素影响而导致承载力的降低。 展开更多
关键词 钢管桩 承载力 高应变试验 桩端承载力折减系数
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DH780+Z增强成形性双相钢硬化模型适用性研究 被引量:3
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作者 韩龙帅 官英平 +4 位作者 韩赟 李学涛 郑学斌 段永川 张雪 《塑性工程学报》 北大核心 2025年第2期141-148,共8页
采用单向拉伸试验得到的真实应力-应变数据标定了Hollomon、LIAN、Swift、Hockett-Sherby、Voce及EI-Mgad等硬化模型。进行了液压胀形试验,获取了大应变范围下的等效应力-应变数据,对比分析了各硬化模型的预测精度。进行了弯曲试验并采... 采用单向拉伸试验得到的真实应力-应变数据标定了Hollomon、LIAN、Swift、Hockett-Sherby、Voce及EI-Mgad等硬化模型。进行了液压胀形试验,获取了大应变范围下的等效应力-应变数据,对比分析了各硬化模型的预测精度。进行了弯曲试验并采用标定的硬化模型进行了弯曲过程有限元模拟。结果显示,对于DH780+Z材料,在均匀变形阶段,各硬化模型的表征精度较高,但外推的大应变范围下各模型预测结果差别较大,等效应变为1时,预测的最大、最小应力差达745.5 MPa。液压胀形获取的等效应力-应变数据显示,大应变范围下硬化趋势与各硬化模型预测均不同。对于弯曲变形,在不考虑包申格效应的情况下,EI-Mgad及Swift/Hockett-Sherby(权重系数a=0.695)模型预测的DH780+Z弯曲方向外表面塑性应变精度最高,偏差分别为-0.35%及0.003%。 展开更多
关键词 DH780+Z增强成形性双相钢 液压胀形试验 大应变 硬化模型 有限元
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基于高应变检测试验的预制管桩在淤泥地质中应用的可行性研究 被引量:1
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作者 黄昶惟 高胜雨 霍朋刚 《工程建设与设计》 2025年第6期25-27,共3页
针对印尼三宝垄沿海深厚淤泥地质中预制管桩承载力分布不明的问题,通过高应变试验(Pile Driving Analyzer,PDA),结合CAPWAPC程序拟合方法,对3根试桩(EJ29-7-3、EJ31-1-3、EJ33-1-3)的动力响应与承载力分布进行系统评估。结果表明,预制... 针对印尼三宝垄沿海深厚淤泥地质中预制管桩承载力分布不明的问题,通过高应变试验(Pile Driving Analyzer,PDA),结合CAPWAPC程序拟合方法,对3根试桩(EJ29-7-3、EJ31-1-3、EJ33-1-3)的动力响应与承载力分布进行系统评估。结果表明,预制管桩侧摩阻力随深度的增加而增大,3根试桩总承载力达3201~3500 kN,远超设计值2000 kN,桩身完整性均为100%,且桩侧摩擦力贡献率均超70%。研究证实预制管桩在淤泥地质中应用效果优良,结合PDA动态检测技术可兼顾施工效率与经济性,为东南亚类似工程提供参考。 展开更多
关键词 高应变检测试验 桩身侧摩擦力 桩身完整性 预制管桩 淤泥地质
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海上风电钢管桩基础轴向承载力计算方法研究
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作者 林纪好 沈侃敏 李颖 《地下空间与工程学报》 北大核心 2025年第1期254-260,共7页
近年来,我国海上风电产业蓬勃发展。然而海上风电场建设成本仍然偏高,这成为制约其进一步发展的关键因素。为了优化海上风电基础设计尺寸、减小海上风电场建设成本,本文对比分析了国际上主流适用于桩基础轴向承载力的5种静力初探(CPT)和... 近年来,我国海上风电产业蓬勃发展。然而海上风电场建设成本仍然偏高,这成为制约其进一步发展的关键因素。为了优化海上风电基础设计尺寸、减小海上风电场建设成本,本文对比分析了国际上主流适用于桩基础轴向承载力的5种静力初探(CPT)和5种孔压静力初探(CPTU)计算方法。通过浙江和江苏海域两处海上风电项目的现场地质勘察CPTU实测数据,逐一计算各试桩的桩端阻力、桩侧阻力及总承载力,检验这10种方法在桩承载力方面的表现,并采用3种评价标准来检验这些计算方法的适用性。结果表明:Fugro、ICP和UWA这3种方法在这两处地区应用有着显著的优势,其中ICP法在侧阻总力预测方面都有着一定的准确性和稳定性。 展开更多
关键词 大直径开口钢管桩 孔压静力初探 海上风电 轴向承载力 高应变试验
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静载试验法与高应变法在桩基检测中的综合比较研究 被引量:2
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作者 林杰昶 《工程建设》 2025年第4期81-86,共6页
为确保桩基工程的安全、可靠和经济高效,提升桩基检测的准确性至关重要。文章以某大型电厂桩基工程质量检测为研究对象,分别采用静载试验法和高应变动力检测法对后注浆灌注桩试桩区3根试桩进行检测,并将检测结果与理论计算结果进行综合... 为确保桩基工程的安全、可靠和经济高效,提升桩基检测的准确性至关重要。文章以某大型电厂桩基工程质量检测为研究对象,分别采用静载试验法和高应变动力检测法对后注浆灌注桩试桩区3根试桩进行检测,并将检测结果与理论计算结果进行综合对比分析。结果表明:相较于高应变法,静载试验所提供的检测结果更为直观且精确,能够更真实地反映桩基的实际承载性能,但静载试验的实施过程耗时较长,且伴随的经济成本也相对较高;静载试验及高应变法所获得的实测承载力特征值均大于设计时所设定的承载力特征值标准,满足设计要求;两种检测方法所得的承载力检测结果均与理论公式计算得出的结果相符,高应变法所获得的承载力特征值比静载试验得出的结果小;高应变法在桩基承载力检测领域,以其高效、经济的特点,能够作为静载试验有效补充。本研究成果可为同类工程中的桩基检测提供参考和借鉴。 展开更多
关键词 桩基检测 静载试验 高应变法 承载力 沉降量
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地基基础检测方法的探究及优缺点的分析
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作者 李晓飞 韩永刚 《建筑与装饰》 2025年第8期148-150,共3页
本文旨在全面探讨地基基础检测中的几种关键技术——静载试验法、低应变法、高应变法、超声透射法与动力触探法,通过理论分析与实践应用,综合评估各方法的优缺点,为实际工程中的地基基础检测提供科学指导和决策依据。本研究不仅详细阐... 本文旨在全面探讨地基基础检测中的几种关键技术——静载试验法、低应变法、高应变法、超声透射法与动力触探法,通过理论分析与实践应用,综合评估各方法的优缺点,为实际工程中的地基基础检测提供科学指导和决策依据。本研究不仅详细阐述了每种方法的检测原理、操作步骤和适用范围,还通过对比分析,来研究不同检测方法在地基基础检测中的互补性和重要性。 展开更多
关键词 地基基础检测 静载试验法 低应变检测法 高应变检测法 超声透射法
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建筑工程桩基承载力检测要点分析
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作者 马海跃 《中国厨卫》 2025年第12期145-147,共3页
随着建筑工程向高层化、大型化发展,桩基作为关键基础,其施工隐蔽性强,易受多种因素影响产生缺陷,严重威胁建筑安全。在此背景下,文章聚焦建筑工程桩基承载力检测要点,阐述了建筑工程桩基承载力检测方法,分析了静载试验、高应变法、低... 随着建筑工程向高层化、大型化发展,桩基作为关键基础,其施工隐蔽性强,易受多种因素影响产生缺陷,严重威胁建筑安全。在此背景下,文章聚焦建筑工程桩基承载力检测要点,阐述了建筑工程桩基承载力检测方法,分析了静载试验、高应变法、低应变法等多种检测方法的建筑工程桩基承载力检测要点。同时,结合实际案例探讨了检测方法应用的效果,旨在为建筑工程桩基承载力检测工作提供全面、科学的技术指导,提高桩基检测的准确性与可靠性,保障建筑工程基础的安全性与稳定性。 展开更多
关键词 建筑工程 桩基承载力 检测要点 静载试验 高应变法
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多种方法在PHC管桩竖向抗压承载力分析中的应用
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作者 朱田 李熹 《吉林水利》 2025年第11期68-72,共5页
PHC管桩因制作高效、施工快捷、承载力高等优点已成为广泛应用的基础型式,其单桩竖向抗压极限承载力是保障工程质量的重要指标。本文基于上海某码头PHC管桩工程,介绍了经验参数法、原位测试法、高应变法和静载法的基本原理,并应用以上... PHC管桩因制作高效、施工快捷、承载力高等优点已成为广泛应用的基础型式,其单桩竖向抗压极限承载力是保障工程质量的重要指标。本文基于上海某码头PHC管桩工程,介绍了经验参数法、原位测试法、高应变法和静载法的基本原理,并应用以上方法对本工程试桩的单桩竖向抗压极限承载力进行计算分析。研究表明,高应变法和静载法检测成果相近,二者互为补充,可应用于场地土层承载性能分析;经验参数法的计算成果最为保守,原位测试法对场地的适应性优于经验参数法。研究成果确定了本工程的合理桩长,并为临近区域预制桩承载力分析提供参考。 展开更多
关键词 竖向抗压极限承载力 经验参数法 原位测试法 高应变法 静载法
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水泥-纤维改性高液限黏土平面应变试验研究
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作者 王佩 尹杰杰 +2 位作者 王冬冬 徐菲 钱建国 《科学技术与工程》 北大核心 2025年第24期10433-10440,共8页
针对淮河流域蚌埠段高液限黏土堤防出现纵向裂缝问题,采用水泥和纤维对高液限黏土进行改性,通过对不同水泥掺量和纤维掺量改性高液限黏土平面应变试验研究,得到改性土应力-应变曲线、中主应力、弹性模量随水泥纤维掺量的变化关系,结合... 针对淮河流域蚌埠段高液限黏土堤防出现纵向裂缝问题,采用水泥和纤维对高液限黏土进行改性,通过对不同水泥掺量和纤维掺量改性高液限黏土平面应变试验研究,得到改性土应力-应变曲线、中主应力、弹性模量随水泥纤维掺量的变化关系,结合微观结构测试,揭示水泥纤维改性高液限黏土的机理。结果表明:在平面应变状态下,水泥和纤维的加入明显改善了高液限黏土的强度;对于改性高液限黏土,水泥掺量逐渐增加后,中主应力对土体破坏影响逐渐减小;水泥掺量较低情况下,应力-应变曲线呈现硬化型或弱软化型,试样脆性指数低,试样破坏时无明显剪切带,纤维掺量对试样破坏形态影响程度低;当水泥掺量较高时,应力-应变曲线呈现强软化型,试样脆性指数随着纤维掺量增加而减小,试样破坏有明显剪切带且随着纤维掺量增加而逐渐弱化;从微观结构可知水泥改善土颗粒间有效应力的传递,纤维破坏有效应力的传递,二者相互作用,引起试样剪切带痕迹和滑动面形式发生改变。 展开更多
关键词 纤维 改性高液限黏土 平面应变试验 破坏模式 微观结构
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某地区管桩常见桩端持力层的CASE阻尼系数取值研究 被引量:1
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作者 袁畅 王维泽 +1 位作者 殷华军 刘永明 《土工基础》 2025年第1期58-62,共5页
由于岩土层性质的地区差异,以及桩型、桩径、施工工艺的影响,目前各大研究机构、仪器生产商的CASE阻尼系数经验取值对地区缺乏精准指导意义。以某地区管桩常见持力层(强风化泥质粉砂岩)为研究对象,通过同一场地3根不同直径的管桩进行动... 由于岩土层性质的地区差异,以及桩型、桩径、施工工艺的影响,目前各大研究机构、仪器生产商的CASE阻尼系数经验取值对地区缺乏精准指导意义。以某地区管桩常见持力层(强风化泥质粉砂岩)为研究对象,通过同一场地3根不同直径的管桩进行动静对比试验,推算出该地区管桩常见桩端持力层的CASE阻尼系数,并分析桩径对阻尼系数取值的影响。分析得到:强风化泥质粉砂岩作为该地区管桩桩端持力层时,CASE阻尼系数参考取值为0.35~0.55。此地区同一场地的强风化泥质粉砂岩Jc值极差超过平均值的30%,数据离散型过大,因此Jc取值时还应考虑管桩桩径和桩身净截面积等因素,具体表现为桩径越大而Jc取值越小的负相关关系。 展开更多
关键词 高应变 阻尼系数 承载力 动静对比
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