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Calibration of anisotropic yield function by introducing plane strain test instead of equi-biaxial tensile test 被引量:3
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作者 Jie ZHU Shang-yu HUANG +2 位作者 Wei LIU Jian-hua HU Xi-fan ZOU 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2018年第11期2308-2314,共7页
The equi-biaxial tensile test is often required for parameter identification of anisotropic yield function and it demands thespecial testing technique or device. Instead of the equi-biaxial tensile test, the plane str... The equi-biaxial tensile test is often required for parameter identification of anisotropic yield function and it demands thespecial testing technique or device. Instead of the equi-biaxial tensile test, the plane strain test carried out with the traditional uniaxialtesting machine is suggested to provide the experimental data for calibration of anisotropic yield function. This simplified method byusing plane strain test was adopted to identify the parameters of Yld2000-2d yield function for 5xxx aluminum alloy and AlMgSialloy sheets. The predicted results of yield stresses, anisotropic coefficients and yield loci by the proposed method were very similarwith the experimental data and those by the equi-biaxial tensile test. It is validated that the plane strain test is effective to provideexperimental data instead of equi-biaxial tensile test for calibration of Yld2000-2d yield function. 展开更多
关键词 aluminum alloy sheet anisotropic behavior yield function parameter identification plane strain test
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Deformation behaviour in advanced heat resistant materials during slow strain rate testing at elevated temperature 被引量:1
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作者 Mattias Calmunger Guocai Chai +1 位作者 Sten Johansson Johan Moverare 《Theoretical & Applied Mechanics Letters》 CAS 2014年第4期20-25,共6页
In this study, slow strain rate tensile testing at elevated temperature is used to evaluate the influence of temperature and strain rate on deformation behaviour in two different austenitic alloys. One austenitic stai... In this study, slow strain rate tensile testing at elevated temperature is used to evaluate the influence of temperature and strain rate on deformation behaviour in two different austenitic alloys. One austenitic stainless steel (AISI 316L) and one nickel-base alloy (Alloy 617) have been investigated. Scanning electron microscopy related techniques as electron channelling contrast imaging and electron backscattering diffraction have been used to study the damage and fracture micromechanisms. For both alloys the dominante damage micromech- anisms are slip bands and planar slip interacting with grain bounderies or precipitates causing strain concentrations. The dominante fracture micromechanism when using a slow strain rate at elevated temperature, is microcracks at grain bounderies due to grain boundery embrittlement caused by precipitates. The decrease in strain rate seems to have a small influence on dynamic strain ageing at 650℃. 展开更多
关键词 dynamic strain ageing slow strain rate tensile testing FRACTURE DAMAGE
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High-frequency interference waves in low strain dynamic testing of X-section concrete piles 被引量:1
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作者 Qu Liming Fan Yuming +2 位作者 Ding Xuanming Yang Changwei Zhang Yanling 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2021年第4期877-885,共9页
Stress waves propagate along vertical,radial and circumferential directions when a non-uniformly distributed load is applied at one end of a three-dimensional shaft.As a result,the receiving signals are usually mixed ... Stress waves propagate along vertical,radial and circumferential directions when a non-uniformly distributed load is applied at one end of a three-dimensional shaft.As a result,the receiving signals are usually mixed with undesired interference components,often featuring as high-frequency fluctuations.Previous studies have revealed that sectional geometry(shape and size)greatly affects the high-frequency interference.In this study,low strain dynamic testing on full-scale X-section concrete is conducted in order to investigate the influences of high-frequency interference on velocity responses at the pile head.Emphasis is placed on the frequency and peak value of interference waves at various receiving points.Additionally,the effects of the geometrical,and mechanical properties of the pile shaft on high-frequency interference are elaborated on through the three-dimensional finite element method.The results show that the measured wave is obscured by interference waves superposed by two types of high-frequency components.The modulus and cross-sectional area are contributing factors to the frequency and peak value of the interference waves.On the other hand,the position with the least interference is determined,to some extent,by the accurate shape of the X-section. 展开更多
关键词 low strain dynamic testing X-section concrete pile high-frequency interference full-scale model test finite element method
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Experimental Investigation on the Dynamics of Pipes Conveying Fluid Based on Strain Gauge Test 被引量:1
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作者 Yunlong Zhao Chidong Che Yong Zhou 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2017年第3期50-56,共7页
Dynamical performance of pipes conveying fluid on board is of great importance to the reliability of machinery.The dynamic equation of a simply supported wet pipe conveying fluid is presented,taking structural damping... Dynamical performance of pipes conveying fluid on board is of great importance to the reliability of machinery.The dynamic equation of a simply supported wet pipe conveying fluid is presented,taking structural damping of the pipe and viscidity of the fluid into consideration.And the equation is also solved by using Galerkin's method.Modal identifications based on strain gauge test are carried out on both dry pipes(without fluid in it) and wet pipes(pipes conveying fluid).It is concluded from the comparison of the results that both natural frequency and the damping ratio decrease as the pipe filled with fluid,but the mode shapes vary little.Variation of equivalent damping factor is also tested.Experimental results reveal that the equivalent damping factor of fluid and the damping ratio depend greatly on the initial deformation,and fluid induced damping decreases the universal damping ratio of the pipes conveying fluid. 展开更多
关键词 PIPE CONVEYING fluid MODAL identification strain GAUGE test DAMPING ratio
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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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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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Effect of Specimen Geometry on the Plane Strain Mechanism of the Uniaxial Tensile Testing of the C-Mn Steel
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作者 Richard Alfonso Mangaraja Napitupulu Bagus Hendero Pramono +1 位作者 Dedi Priadi Eddy Sumarno Siradj 《材料科学与工程(中英文A版)》 2011年第5X期639-647,共9页
关键词 单轴拉伸试验 几何形状 平面应变 应变机制 试样 MN 塑性变形机制 测试
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Development of a Test Rig for Axial Strains Measurement in Automobile Wheel
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作者 Samuel Onoriode Igbudu David Abimbola Fadare 《Open Journal of Applied Sciences》 2023年第10期1764-1777,共14页
In automobile wheel application, a test rig is vital and used to simulate conditions of the wheel in service in order to affirm the safety and reliability of the wheel. The present work designed a test rig for measuri... In automobile wheel application, a test rig is vital and used to simulate conditions of the wheel in service in order to affirm the safety and reliability of the wheel. The present work designed a test rig for measuring axial strains in automobile wheel. The wheel used was a five-arm wheel (6JX14H2;ET 42) and Tyre (175 × 65 R 14). Experimental (EXP) test was carried out, with a radial load of 4750 N and inflation pressure of 0.3 MPa, to measure the axil strains which were converted to maximum principal strain values and, compared with data from Finite Element Analysis (FEA) using Creo-Element/Pro 5.0 at wheel’s contact angles of 90 degree (FEA 90 deg), 40 degree (FEA 40 deg) and 30.25 degree (FEA 30.25 deg), respectively. Results show that at the wheel’s point of contact with the ground, maximum principal strain values were highest at the inboard bead seat with a value of about 5.69 × 10<sup>-4</sup> mm/mm, followed by the values at the well of about 5.66 × 10<sup>-4</sup> mm/mm. The value at the outboard bead seat was least at about 2.22 × 10<sup>-4</sup> mm/mm, which was due to the presence of spikes at this location that tends to resist imposed radial loads. However, the highest mean maximum principal strain values at the locations of inboard, well and outboard, were about 2.11 × 10<sup>-4</sup> mm/mm, 3.78 × 10<sup>-4</sup> mm/mm and .99 × 10<sup>-4</sup> mm/mm, respectively. With the highest single value of about 5.69 × 10<sup>-4</sup> mm/mm, the inboard bead seat was the most strained location of the wheel. Overall results showed that all values of maximum principal strains were below the threshold value of about 1 × 10<sup>-2</sup> mm/mm. The values obtained for EXP and FEA could be said to be in close agreement when compared with the threshold value. With this in mind, the rig is recommended for use in related experimental procedures. 展开更多
关键词 test Rig strain Contact Angle Radial Load Inflation Pressure
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平面应变卸载条件下黄泛区粉土力学特性试验研究
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作者 郭院成 吉光照 +1 位作者 杜子博 代新宇 《地下空间与工程学报》 北大核心 2026年第1期159-170,共12页
通过真三轴仪对黄泛区粉土进行不同固结围压、含水率条件下的平面应变侧向卸载试验,研究黄泛区粉土在平面应变卸载条件下的力学特性,并基于试验结果对比分析了经典强度准则对黄泛区粉土的适用性。结果表明:黄泛区粉土应力-应变曲线为弱... 通过真三轴仪对黄泛区粉土进行不同固结围压、含水率条件下的平面应变侧向卸载试验,研究黄泛区粉土在平面应变卸载条件下的力学特性,并基于试验结果对比分析了经典强度准则对黄泛区粉土的适用性。结果表明:黄泛区粉土应力-应变曲线为弱硬化型,低含水率下呈脆性破坏,高含水率下为塑性破坏,破坏应变介于1%~6%之间;围压对卸载强度影响较大,含水率对其影响相对较小;小主应变卸载初期变化较小,轴向应变约1%时,小主应变近似呈线性增长;中主应力受围压影响较大,中间主应力在卸载前期快速下降,当轴向应变达0.5%~1%时趋于稳定;中主应力系数随轴向应变增加先快速下降后缓慢增加,破坏时介于0.27~0.37之间。侧向卸载路径下,Lade-Duncan强度准则可较好地预测粉土卸荷强度。 展开更多
关键词 平面应变试验 侧向卸载 黄泛区粉土 应力路径 强度准则
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羊肚菌遗传原理与菌种选育、栽培应用策略
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作者 贺新生 王光礼 +4 位作者 张锐杰 杨锡 林志强 罗维维 陈波 《西南科技大学学报》 2026年第1期103-110,共8页
羊肚菌的子囊孢子是多核异核体,遗传类型是III级同宗结合,单孢出菇率近100%,杂交的概率非常低。可用辐射育种、等离子照射、化学诱变、空间搭载、长期存放等方法处理孢子;可采用单孢分离方法获得大量单孢菌株;大田多点、多年、多栽培模... 羊肚菌的子囊孢子是多核异核体,遗传类型是III级同宗结合,单孢出菇率近100%,杂交的概率非常低。可用辐射育种、等离子照射、化学诱变、空间搭载、长期存放等方法处理孢子;可采用单孢分离方法获得大量单孢菌株;大田多点、多年、多栽培模式出菇试验表明单孢菌株的生产性状有显著差异,宜选取前10%~20%的优良菌株用于生产;可用多个优良菌株在不同区域、不同田块进行栽培生产,把气候条件、人工管理的风险降到最低,实现丰产、稳产;不建议用单一菌株进行超大面积推广应用,同一栽培者不要只用1个菌株进行栽培。 展开更多
关键词 羊肚菌 Ⅲ级同宗结合 单孢出菇 菌种选育 出菇试验 用种策略
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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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智能CFRP筋应变传递试验及有限元分析 被引量:1
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作者 邓朗妮 牛家宝 +3 位作者 杨洲 邹易清 石伟 钟卿瑜 《铁道科学与工程学报》 北大核心 2026年第1期236-248,共13页
作为大跨度桥梁的主要承重构件,拉索会随着时间的推移出现老化损伤。因此,对在役桥梁拉索进行健康监测对保障桥梁安全至关重要。本研究针对传统CFRP(carbon fiber reinforced polymer)拉索索力监测技术量程不足的问题,提出基于长标距FB... 作为大跨度桥梁的主要承重构件,拉索会随着时间的推移出现老化损伤。因此,对在役桥梁拉索进行健康监测对保障桥梁安全至关重要。本研究针对传统CFRP(carbon fiber reinforced polymer)拉索索力监测技术量程不足的问题,提出基于长标距FBG传感技术的螺旋缠绕式智能CFRP筋结构优化方法。基于复合材料减滞模型理论,构建应变传递解析方程,验证智能CFRP筋通过降低应变传递率实现监测量程提升的理论可行性。采用参数化有限元模拟结合试验验证的方法,定量分析螺旋角度、标距比、胶粘层长度及胶粘剂类型等设计参数对应变传递率的影响规律。在对智能CFRP筋进行有限元拉伸模拟的同时,截取不同角度下智能CFRP筋的表面应变图,根据不同角度下的表面应变图,引入修正系数对试验实测智能CFRP筋表面应变进行修正。研究结果表明:应变传递率与螺旋角度、标距比成反比,其中螺旋角度影响最为显著,当螺旋角度从15°增加到35°时,平均应变传递率从81.42%降低到44.14%;标距比次之,当标距比从1增加到3时,平均应变传递率从57.61%降低到44.89%;胶粘层参数对智能CFRP筋的应变传递率影响较小。引入修正系数对试验实测智能CFRP筋表面应变进行修正,修正后的智能CFRP筋应变传递率试验值和模拟值最小误差为0.29%。研究结果为智能CFRP筋的结构设计提供了理论依据。 展开更多
关键词 应变传递率 静载拉伸试验 有限元分析 设计参数 智能CFRP筋
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基于等效应力的自冲铆C型框架疲劳寿命评估方法
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作者 陈思韦 邢保英 +3 位作者 张洪申 张文韬 杨恒 曾凯 《兵器装备工程学报》 北大核心 2026年第2期10-16,共7页
C型框架是自冲铆接设备的主要承力部件,其在交变载荷作用下容易出现疲劳损伤失效。提出了基于危险点等效应力的疲劳寿命评估方法。对某型号自冲铆设备,开展C型框结构表面应力应变测试,明确结构危险点,同时,以冲压行程及冲压速度为影响... C型框架是自冲铆接设备的主要承力部件,其在交变载荷作用下容易出现疲劳损伤失效。提出了基于危险点等效应力的疲劳寿命评估方法。对某型号自冲铆设备,开展C型框结构表面应力应变测试,明确结构危险点,同时,以冲压行程及冲压速度为影响因素、危险点应力值为响应值,建立二者之间的回归模型,探究成形型工艺参数对结构危险点等效应力演变的影响规律。结果表明:C型框架结构危险点位于喉深顶部内侧,最大应力值为106.15 MPa,与仿真之间的误差为2.923%;冲压行程对框架危险部位应力值的影响最大,冲压速度次之;C型框架危险部位的疲劳寿命为3.46×10^(5)次,最小安全系数为0.832。本文提出的C型框结构疲劳寿命评估方法为铆接机承压部件的寿命预测及疲劳设计提供了一种新的思路。 展开更多
关键词 自冲铆 C型框架 疲劳寿命 回归模型 应变测试
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碳纤维增强复合材料载荷测量温度补偿技术研究
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作者 曹良秋 《现代机械》 2026年第1期30-34,39,共6页
针对飞行试验中碳纤维增强树脂基复合材料结构的载荷测量温度补偿技术,基于惠斯通电桥温度补偿原理进行了特性分析,结合仿真计算明确了复合材料各向异性对于惠斯通电桥温度补偿效果的影响,总结了适用于复合材料结构载荷测量的温度补偿... 针对飞行试验中碳纤维增强树脂基复合材料结构的载荷测量温度补偿技术,基于惠斯通电桥温度补偿原理进行了特性分析,结合仿真计算明确了复合材料各向异性对于惠斯通电桥温度补偿效果的影响,总结了适用于复合材料结构载荷测量的温度补偿技术。复合材料试验件地面纯温度试验结果表明,形成的温度补偿方法能够将温度变化产生的应变电桥热输出控制在与金属材料结构相当的量值,通过该温度补偿技术能够满足复合材料结构件的载荷测量精度要求。 展开更多
关键词 复合材料 应变法 载荷测量 飞行试验 温度补偿
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偏心激振下大直径桩中弯曲波传播特征
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作者 李子卓 卢志堂 +1 位作者 马海春 阳栋 《合肥工业大学学报(自然科学版)》 北大核心 2026年第1期94-101,共8页
文章基于有限差分法对大直径桩中弯曲波传播特征开展了数值研究。在试验验证数值模型的基础上,分别采用截断三正弦脉冲和升余弦脉冲进行激振,研究偏心激振下桩中弯曲波的传播特性,并对模拟结果进行离散傅里叶变换,在频域内分析桩周土对... 文章基于有限差分法对大直径桩中弯曲波传播特征开展了数值研究。在试验验证数值模型的基础上,分别采用截断三正弦脉冲和升余弦脉冲进行激振,研究偏心激振下桩中弯曲波的传播特性,并对模拟结果进行离散傅里叶变换,在频域内分析桩周土对弯曲波传播的衰减作用。结果表明:在偏心激振下,桩周土刚度越大,弯曲波的衰减越强烈;在同一土层中,桩中弯曲波衰减程度大于纵波,并且随着频率增高或桩径变小,弯曲波衰减变弱;缩径会引起弯曲波的反射,但其反射波的波形杂乱;缩径程度越大,缩径处反射弯曲波的幅值越大;利用桩顶采集到的弯曲波信号具有识别缺陷位置和缺陷程度的潜力。 展开更多
关键词 低应变检测 弯曲波 反射 桩身完整性 模型试验
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基于PLC控制的弯曲元阵列开发及其在水平受荷桩试验中的初步应用
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作者 胡安峰 陈奕扬 +2 位作者 吴君涛 王金昌 肖志荣 《岩土工程学报》 北大核心 2026年第4期719-729,共11页
为实现对土体刚度特性的实时监测与评价,开发了一套适用于模型试验的弯曲元阵列系统。该系统以PLC为控制核心,配合多通道切换结构,在单通道架构下实现多组弯曲元传感器的高效调度,具有成本低、抗干扰能力强与开发维护便捷等优势。为验... 为实现对土体刚度特性的实时监测与评价,开发了一套适用于模型试验的弯曲元阵列系统。该系统以PLC为控制核心,配合多通道切换结构,在单通道架构下实现多组弯曲元传感器的高效调度,具有成本低、抗干扰能力强与开发维护便捷等优势。为验证系统在复杂试验应用场景中的适用性,将其应用于饱和黏土中单桩水平加载模型试验,获取了单调和循环两类荷载作用下桩周土体的小应变剪切刚度响应,并结合有限元结果对系统测试结果的可靠性进行定量分析。结果表明,该系统能够稳定、准确地反映土体刚度的时空变化规律,为桩-土系统全寿命周期响应研究提供了有效测试手段,也为阵列化传感系统在岩土工程模型试验中的推广应用奠定了技术基础。 展开更多
关键词 弯曲元 小应变剪切模量 水平受荷桩 模型试验 循环荷载
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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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基于应变能密度因子理论的导地线覆冰脱落判定准则研究
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作者 周超 赵良晨 姬昆鹏 《电网技术》 北大核心 2026年第3期1353-1361,共9页
架空线路机械除冰过程中,过大的冲击载荷可能诱发导地线发生剧烈震荡,甚至引发断线倒塔事故。为确定合理的除冰冲击载荷范围,该研究给出了覆冰裂纹尖端应变能密度因子临界值Sc,并进一步提出覆冰脱落判定准则。判断准则规定导地线覆冰应... 架空线路机械除冰过程中,过大的冲击载荷可能诱发导地线发生剧烈震荡,甚至引发断线倒塔事故。为确定合理的除冰冲击载荷范围,该研究给出了覆冰裂纹尖端应变能密度因子临界值Sc,并进一步提出覆冰脱落判定准则。判断准则规定导地线覆冰应变能密度因子达到临界值Sc的冲击载荷加速度为临界加速度,应变能密度因子S达到或超过临界值Sc(冲击载荷加速度达到或超过临界加速度)则判定覆冰脱落。为验证准则的有效性,开展导线节段模型冲击脱冰实验和有限元计算,基于判定准则确定了覆冰脱落的临界加速度并与实验数据对比。进一步以魁北克整档真型线路除冰实验为对象,建立整档导线脱冰有限元模型并利用覆冰脱落判定准则计算得到临界加速度、脱冰率等关键参数。研究发现,15、20和25mm覆冰脱落的临界加速度为1817、1207和849m/s^(2)(与实验对比,最大误差4.94%),计算模型脱冰率为70.6%(与实验对比,误差0.96%)。 展开更多
关键词 脱落判定准则 应变能密度因子 有限元分析 输电线路 除冰实验
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徐州地震台同场地钻孔应变仪器预报效能对比分析
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作者 郝冉 刘冬冬 +4 位作者 高明智 张岑 何斌 董传磊 许炳 《大地测量与地球动力学》 北大核心 2026年第1期115-122,130,共9页
基于徐州地震台2种钻孔应变仪的观测数据,应用R值检验方法对2种仪器记录的趋势转折型异常、破年变型异常及速率型异常的预报效能进行评分计算,系统地对比分析同场地2套钻孔应变仪器的预报效能,明确二者在地震前兆监测中的互补性。结果表... 基于徐州地震台2种钻孔应变仪的观测数据,应用R值检验方法对2种仪器记录的趋势转折型异常、破年变型异常及速率型异常的预报效能进行评分计算,系统地对比分析同场地2套钻孔应变仪器的预报效能,明确二者在地震前兆监测中的互补性。结果表明,钻孔体应变仪对趋势转折型异常和破年变型异常的预报效能表现良好,适合捕捉与长期地质构造活动相关的地震前兆异常信号。钻孔分量应变仪在趋势转折型异常和速率型异常的预报中展现出较强的能力,更擅长捕捉地质体受力状态发生变化而产生的趋势转折前兆异常信号,对于区域应力应变快速变化的监测具有较高灵敏性。研究结果揭示了钻孔应变仪器在地震前兆监测中的效能差异,同时给出了二者在地震预报中的应用重点及优化方向。 展开更多
关键词 钻孔应变观测 R值检验方法 前兆异常 预报效能
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秀珍菇菌株拮抗鉴定及ISSR遗传多样性分析
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作者 孙楚涵 王娇 +5 位作者 贺琪 刘支宽 龚文兵 周雪 夏志兰 吴秋云 《中国食用菌》 2026年第1期19-23,共5页
通过拮抗试验及ISSR分子标记手段对11个秀珍菇菌株进行鉴定和遗传多样性分析,以明确其亲缘关系。拮抗试验结果表明,11个菌株的55种组合中,有29个组合有拮抗线且呈隆起型,25个组合有拮抗线且呈沟壑型。ISSR结果显示,11个菌株的遗传相似... 通过拮抗试验及ISSR分子标记手段对11个秀珍菇菌株进行鉴定和遗传多样性分析,以明确其亲缘关系。拮抗试验结果表明,11个菌株的55种组合中,有29个组合有拮抗线且呈隆起型,25个组合有拮抗线且呈沟壑型。ISSR结果显示,11个菌株的遗传相似系数为0.57时遗传差异与多样性明显,可划分为5个遗传聚类组:Ⅰ组包括秀珍菇18、台秀1号;Ⅱ组包括秀珍菇93、台秀2号;Ⅲ组包括台秀3号、新秀169、基因2005;Ⅳ组包括秀珍菇71、秀珍菇705、金秀1号;Ⅴ组包括秀珍菇1672。Ⅰ组和Ⅴ组与其他组之间遗传距离较远。试验结果可为秀珍菇育种的亲本选择及资源利用提供参考。 展开更多
关键词 秀珍菇 菌株 拮抗鉴定 ISSR分子标记
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