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Specimen aspect ratio and progressive field strain development of sandstone under uniaxial compression by three-dimensional digital image correlation 被引量:15
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作者 H. Munoz A. Taheri 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2017年第4期599-610,共12页
The complete stress-strain characteristics of sandstone specimens were investigated in a series of quasistatic monotonic uniaxial compression tests.Strain patterns development during pre-and post-peak behaviours in sp... The complete stress-strain characteristics of sandstone specimens were investigated in a series of quasistatic monotonic uniaxial compression tests.Strain patterns development during pre-and post-peak behaviours in specimens with different aspect ratios was also examined.Peak stress,post-peak portion of stress-strain,brittleness,characteristics of progressive localisation and field strain patterns development were affected at different extents by specimen aspect ratio.Strain patterns of the rocks were obtained by applying three-dimensional(3D) digital image correlation(DIC) technique.Unlike conventional strain measurement using strain gauges attached to specimen,3D DIC allowed not only measuring large strains,but more importantly,mapping the development of field strain throughout the compression test,i.e.in pre-and post-peak regimes.Field strain development in the surface of rock specimen suggests that strain starts localising progressively and develops at a lower rate in pre-peak regime.However,in post-peak regime,strains increase at different rates as local deformations take place at different extents in the vicinity and outside the localised zone.The extent of localised strains together with the rate of strain localisation is associated with the increase in rate of strength degradation.Strain localisation and local inelastic unloading outside the localised zone both feature post-peak regime. 展开更多
关键词 Uniaxial compression test Aspect ratio Strain patterns digital image correlation(dic)
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Use of a Digital Image Correlation Technique for Measuring the Material Properties of Beetle Wing 被引量:4
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作者 Tailie Jin Nam Seo Goo +1 位作者 Sung-Choong Woo Hoon Cheol Park 《Journal of Bionic Engineering》 SCIE EI CSCD 2009年第3期224-231,共8页
Beetle wings are very specialized flight organs consisting of the veins and membranes.Therefore it is necessary from a bionic view to investigate the material properties of a beetle wing experimentally.In the present ... Beetle wings are very specialized flight organs consisting of the veins and membranes.Therefore it is necessary from a bionic view to investigate the material properties of a beetle wing experimentally.In the present study,we have used a Digital Image Correlation (DIC) technique to measure the elastic modulus of a beetle wing membrane.Specimens were prepared by carefully cutting a beetle hind wing into 3.0 mm by 7.0 mm segments (the gage length was 5 mm).We used a scanning electron microscope for a precise measurement of the thickness of the beetle wing membrane.The specimen was attached to a designed fixture to induce a uniform displacement by means of a micromanipulator.We used an ARAMISTM system based on the digital image correlation technique to measure the corresponding displacement of a specimen.The thickness of the beetle wing varied at different points of the membrane.The elastic modulus differed in relation to the membrane arrangement showing a structural anisotropy;the elastic modulus in the chordwise direction is approximately 2.65 GPa,which is three times larger than the elastic modulus in the spanwise direction of 0.84 GPa.As a result,the digital image correlation-based ARAMIS system was suc- cessfully used to measure the elastic modulus of a beetle wing.In addition to membrane's elastic modulus,we considered the Poisson's ratio of the membrane and measured the elastic modulus of a vein using an Instron universal tensile machine.The result reveals the Poisson's ratio is nearly zero and the elastic modulus of a vein is about 11 GPa. 展开更多
关键词 digital image correlation technique beetle wing elastic modulus Poisson's ratio VEIN MEMBRANE
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Experimental study of shear properties of 3D woven composite using digital image correlation and acoustic emission 被引量:5
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作者 E.M.Strungar A.S.Yankin +2 位作者 E.M.Zubova A.V.Babushkin A.N.Dushko 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2020年第2期448-459,共12页
This work is dedicated to the experimental study of the shear properties of three-dimensional reinforced composites taking into account their structural features,in Iosipescu tests.Shear strains have been determined u... This work is dedicated to the experimental study of the shear properties of three-dimensional reinforced composites taking into account their structural features,in Iosipescu tests.Shear strains have been determined using Vic-3D non-contact three-dimensional digital optical system.The evolution of inhomogeneous strain fields on the surface of composite specimens of the structure under study has been analyzed.The variants of strain averaging in the specimen working area have been analyzed using Vic-3D tools.AMSY-6 acoustic emission system has been used to assess the structural integrity of composite materials under loading. 展开更多
关键词 Carbon-fiber composite 3D reinforced composite digital image correlation Acoustic emission technique Iosipescu test
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Ultraviolet 3D digital image correlation applied for deformation measurement in thermal testing with infrared quartz lamps 被引量:2
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作者 Yali DONG Jiaqing ZHAO Bing PAN 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2020年第3期1085-1092,共8页
In thermal-structural testing of hypersonic materials and structures,deformation measurement on the front surface of an object directly heated by quartz lamps is highly necessary and very challenging.This work describ... In thermal-structural testing of hypersonic materials and structures,deformation measurement on the front surface of an object directly heated by quartz lamps is highly necessary and very challenging.This work describes a novel front-surface high-temperature deformation measurement technique,which adopts ultraviolet 3D digital image correlation(UV 3D-DIC)to observe and measure the high-temperature deformation fields on front surfaces directly heated by quartz lamps.Compared with existing blue light DIC techniques,the established UV 3D-DIC,which combines UV CCD camera,active UV illumination and bandpass filter imaging,can effectively suppress the strong disturbing light emitted by the quartz lamps and the heated sample itself during heating process.Two experiments were carried out to verify the robustness and accuracy of the developed technique:(1)direct observation of front surfaces of a hypersonic thermal structure sample heated from room temperature to 1050℃,and(2)front-surface thermal stain and coefficient of thermal expansion(CTE)measurement of an Inconel 718 sample up to 800℃.The well matched strain and CTE results with literature data show that UV 3D-DIC system is an effective technique for front-surface deformation measurement and has great potential in characterizing deformation response of hypersonic materials and structures subjected to transient aerodynamic heating. 展开更多
关键词 DEFORMATION dic Front-surface Quartz lamp heating Ultraviolet 3D digital image correlation
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Residual stress determination in friction stir butt welded joints using a digital image correlation-aided slitting technique 被引量:4
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作者 Yaowu XU Rui BAO 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2017年第3期1258-1269,共12页
This paper presents an incremental cutting method for evaluating the longitudinal residual stresses in a butt welded thin plate via combining the traditional residual stress measurement methods and the advanced optica... This paper presents an incremental cutting method for evaluating the longitudinal residual stresses in a butt welded thin plate via combining the traditional residual stress measurement methods and the advanced optical technique.The proposed approach,which can be called digital image correlation(DIC)-aided slitting technique,introduces a successive extension slot to a specimen and employs the DIC technique to measure the released displacement profiles of the cutting sections after each cutting increment.Then the displacement profiles are used to directly calculate the residual stress distributions up to the slot tip and hence,a stress distribution can be obtained after a cutting increment.Finally,all of the stress distributions are averaged to ultimately determine the original residual stress field.This method does not include any complex experimental operations or tedious derivation,and the resolution of stress variation is greatly improved by the continuous measurement of the released displacements.The presented method has been preliminarily verified by a specimen with residual stress introduced by a four-point bending test.The results show that residual stresses determined by the DIC-aided slitting technique agree well with those from finite element(FE) prediction.The residual stress in a friction stir welded aluminum specimen obtained by the presented technique is also consistent with the evaluations given by X-ray diffraction.Furthermore,the residual stresses obtained by the DIC-aided slitting technique demonstrate higher accuracy and stability than the evaluations derived by the DIC-aided contour method. 展开更多
关键词 Contour method digital image correlationdic Friction stir welding Residual stresses Thin-walled structures
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Application of Digital Image Correlation Method to In-Situ Dynamic Strain Measurement 被引量:1
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作者 林烈雄 陆皓 +2 位作者 徐济进 陈俊梅 余春 《Journal of Shanghai Jiaotong university(Science)》 EI 2017年第6期719-725,共7页
Application of digital image correlation(DIC) method to determination of in-situ dynamic strain is presented in this study. Firstly, an integrative software is programmed based on the DIC algorithms and pointwise leas... Application of digital image correlation(DIC) method to determination of in-situ dynamic strain is presented in this study. Firstly, an integrative software is programmed based on the DIC algorithms and pointwise least-squares fitting technique. Then, simulated speckle images are generated to study the computational accuracy of this software. The experimental setup and procedures for measuring in-situ dynamic strain through both DIC and strain gauge are proposed. The DIC results are close to those measured by strain gauge. This fact reveals that DIC is a practical and effective tool for in-situ dynamic strain measurement. Finally, the full-field in-situ dynamic strain of another specimen is measured by DIC, and the overall distribution of the strain in the measurement area is clearly shown. 展开更多
关键词 digital image correlation(dic) in-situ dynamic strain metallic material deformation measurement
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Digital image correlation based high-speed crack tip locatingmethod and its application 被引量:1
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作者 曹彦彦 马沁巍 郭文婧 《Journal of Beijing Institute of Technology》 EI CAS 2016年第1期7-16,共10页
Based on a digital image correlation(DIC)method with the measurements of a high speed crack's displacement and strain fields,a technique to accurately and automatically locate its crack tip has been developed.The c... Based on a digital image correlation(DIC)method with the measurements of a high speed crack's displacement and strain fields,a technique to accurately and automatically locate its crack tip has been developed.The crack tip is identified by finding the abrupt jump on the opening(or dislocation)curve of a point on the trace of the crack propagation,while the opening is measured through a virtual extensometer technique and the abrupt jump is identified by finding the peak on the curve.The method was verified using a specially designed experiment and applied to measure the critical crack tip opening angle of a rock sample.Because the involvement of analytical models has been avoided and then the good performance could be ensured for low resolution speckle images,this technique is expected to be very useful in the quantitative study of high speed cracks in experiments using high speed cameras. 展开更多
关键词 digital image correlationdic high speed crack crack tip virtual extensometer crack tip opening angle
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Fatigue Damage Development in 14MoV6-3 Steel for Power Plant Pipes Monitored by Digital Image Correlation
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作者 M.Kopec 《Acta Mechanica Solida Sinica》 SCIE EI CSCD 2023年第3期405-417,共13页
In this paper,fatigue damage development of 14MoV6-3(13HMF)power engineering steel was studied through different experimental and analytical approaches.The specimens machined from the as-received pipe were subjected t... In this paper,fatigue damage development of 14MoV6-3(13HMF)power engineering steel was studied through different experimental and analytical approaches.The specimens machined from the as-received pipe were subjected to fatigue loading and simultaneously monitored using the digital image correlation(DIC)technique.The damage development was analysed through microstructural observations of fracture surfaces and further described as a function of the fatigue damage parameter D and the fatigue damage measureφ.The combination of such parameters’evolution with the number of cycles to failure and the DIC technique enables a determination of separate stages of damage development.It was found that dynamics of damage could be effectively exposed within the first 100 cycles. 展开更多
关键词 Fatigue development DAMAGE 13HMF steel digital image correlation(dic)
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Digital Image Correlation Using Specific Shape Function for Stress Intensity Factor Measurement
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作者 Chunhua Ren Jia Yang +1 位作者 Xiaochuan Zhang Hongwei Ji 《Transactions of Tianjin University》 EI CAS 2017年第2期157-162,共6页
The stress intensity factor (SIF) is a critical parameter associated with the fracture behaviour of materials. In this paper, we select the displacement function around a crack tip as the shape function of the digital... The stress intensity factor (SIF) is a critical parameter associated with the fracture behaviour of materials. In this paper, we select the displacement function around a crack tip as the shape function of the digital image correlation (DIC), which makes it possible to directly calculate the SIF by the correlation scheme. Moreover, we use a non-rectangular subset, which can reduce the influence of plastic deformation and crack width on the DIC measurement accuracy. We measured the SIF of a mode I crack in a super-hard aluminium alloy specimen to verify the performance of the proposed method. Our experimental results show that a DIC with a specific shape function can be used to accurately and efficiently calculate the SIF. Furthermore, we also present a practical application of our proposed method for determining the SIF, crack propagation angle and crack tip displacement. © 2017, Tianjin University and Springer-Verlag Berlin Heidelberg. 展开更多
关键词 Crack propagation Cracks Fracture mechanics image analysis Strain measurement Stress intensity factors
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Nonlinear Flexural Behavior and Moment Curvature Response of Epoxy Resin Using Digital Image Correlation Technique
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作者 Masoud Yekani Fard Yingtao Liu Yingtao Liu and Aditi Chattopadhyay 《材料科学与工程(中英文版)》 2011年第2期212-219,共8页
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基于DIC的疲劳裂纹张开载荷影响因素研究 被引量:1
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作者 龚宝明 刘昊 +1 位作者 张文强 邓彩艳 《天津大学学报(自然科学与工程技术版)》 北大核心 2025年第6期576-582,共7页
疲劳裂纹闭合效应对结构疲劳寿命预测精确度有重要影响,如何确定疲劳裂纹扩展时张开载荷的变化规律是疲劳研究的重要课题之一.针对DH36钢,使用数字图像相关(DIC)技术获得裂纹尖端位移场,通过全场位移拟合法得到了不同裂纹长度的三点弯曲... 疲劳裂纹闭合效应对结构疲劳寿命预测精确度有重要影响,如何确定疲劳裂纹扩展时张开载荷的变化规律是疲劳研究的重要课题之一.针对DH36钢,使用数字图像相关(DIC)技术获得裂纹尖端位移场,通过全场位移拟合法得到了不同裂纹长度的三点弯曲(SENB)试样的裂纹尖端有效张开载荷,分析了影响拟合效果的因素,并获得张开载荷随裂纹长度和表面减薄的变化关系.最终通过裂纹扩展速率试验验证了全场位移拟合法所确定张开载荷的准确性.结果表明:DH36钢的疲劳裂纹张开载荷随裂纹长度的增加而增大,表面减薄试样的张开载荷显著低于未减薄试样. 展开更多
关键词 裂纹闭合 疲劳裂纹张开载荷 数字图像相关 疲劳裂纹扩展速率
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基于DIC的自密实地聚物固化土抗压性能研究
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作者 时金娜 冯欢 张智鑫 《黑龙江工业学院学报(综合版)》 2025年第4期146-150,共5页
自密实固化土可以很好的解决传统回填法造成的填土湿陷、填土固结沉降量大等严重的质量问题,旨在探究地聚物掺量对自密实地聚物固化土力学性能的影响规律。通过无侧限抗压强度试验并结合数字图像相关技术,系统研究不同地聚物掺量(15%、... 自密实固化土可以很好的解决传统回填法造成的填土湿陷、填土固结沉降量大等严重的质量问题,旨在探究地聚物掺量对自密实地聚物固化土力学性能的影响规律。通过无侧限抗压强度试验并结合数字图像相关技术,系统研究不同地聚物掺量(15%、20%、25%、30%、35%)条件下自密实地聚物固化土的力学性能和变形特性。试验结果表明,地聚物掺量增加,自密实地聚物固化土无侧限抗压强度与地聚物掺量呈正比;自密实地聚物固化土单轴受压应力应变曲线可分为压实阶段、弹性阶段、塑性阶段及破坏阶段;并基于以上研究采用最小二乘法建立了自密实地聚物固化土受压破坏时的峰值应力与地聚物掺量的定量关系。 展开更多
关键词 自密实地聚物固化土 地聚物掺量 数字图像相关技术 无侧限抗压强度 应力应变
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基于DIC方法的NSCB脆性试样抗拉性能及断裂特征研究
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作者 刘龙飞 丁宏磊 +4 位作者 石鑫 袁瑞甫 吴俊杰 侯志强 李小军 《矿业研究与开发》 北大核心 2025年第6期154-163,共10页
为研究预制裂隙长度对不同岩石材料抗拉性能及裂隙变形特性的影响,选择花岗岩、中砂岩、石灰岩3种典型脆性岩石制备了直切槽半圆盘弯曲(notched semi-circular bend,NSCB)试样并进行了加载试验,采用数字散斑相关法(digital image correl... 为研究预制裂隙长度对不同岩石材料抗拉性能及裂隙变形特性的影响,选择花岗岩、中砂岩、石灰岩3种典型脆性岩石制备了直切槽半圆盘弯曲(notched semi-circular bend,NSCB)试样并进行了加载试验,采用数字散斑相关法(digital image correlation,DIC)监测了试样破坏过程中的变形。结果表明:岩石试样的断裂韧度与抗压、抗拉强度及弹性模量等力学参数成正相关,NSCB试样的承载能力与已存在的裂缝长度成负相关;当裂纹长度超过一定值(a≥3 mm)时,NSCB试样的承载力与裂纹长度成负指数关系;NSCB试样的变形特性受岩石晶体结构和微裂纹分布的影响显著,岩石矿物质的胶结程度越高,结构越致密,微裂隙不发育,则起裂应力高,破坏前的变形程度较小,反之亦然。研究结果为进一步认识岩石材料裂隙扩展机理及预测其扩展范围提供了依据。 展开更多
关键词 脆性岩石 预制裂隙 半圆盘三点弯试样 断裂韧度 数字图像相关方法
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基于DIC技术的新型UHPC连接装配式混合配筋柱塑性变形能力研究
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作者 杨帆 王坦 +1 位作者 周志杰 刘嗣扬 《工程抗震与加固改造》 北大核心 2025年第5期53-61,71,共10页
基于综合提高构件耐久性并保证构件延性的需求,采用FRP筋替代钢筋,减少FRP筋搭接长度并减少后浇区段高度,提出一种新型UHPC连接装配式混合配筋柱。为研究其地震下的塑性变形能力,开展新型柱拟静力试验,通过数字图像相关(DIC)技术对实验... 基于综合提高构件耐久性并保证构件延性的需求,采用FRP筋替代钢筋,减少FRP筋搭接长度并减少后浇区段高度,提出一种新型UHPC连接装配式混合配筋柱。为研究其地震下的塑性变形能力,开展新型柱拟静力试验,通过数字图像相关(DIC)技术对实验全过程的变形和应变进行捕捉,以及破坏时混凝土剥落高度的准确量测,计算曲率、应变和混凝土剥落塑性铰长度,分析新型柱的塑性变形能力。结果表明,曲率和应变塑性铰长度基本一致,轴压比对混凝土剥落塑性铰长度影响不大,而芯柱直径主要影响后浇区UHPC塑性铰的开展,减少塑性铰区混凝土剥落。现有塑性铰长度计算模型大大地低估了新型柱的塑性变形能力,提出两种修正的计算模型来综合预测新型柱的混凝土剥落塑性铰长度。 展开更多
关键词 装配式结构 混合配筋 芯柱 UHPC dic技术 塑性变形
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基于DIC技术的桥梁索杆力测试和计算方法研究 被引量:1
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作者 孙晓立 杨军 +2 位作者 张玉珠 陈贡发 杜永潇 《桥梁建设》 北大核心 2025年第3期81-88,共8页
针对传统桥梁索(杆)力测试难度大、传感器易损坏等问题,提出一种基于数字图像相关(DIC)技术的非接触式桥梁索(杆)力测试和计算方法。该方法采用DIC技术对固定高速摄像机拍摄的索(杆)振动目标点进行图像追踪,获得索(杆)上目标点的位移时... 针对传统桥梁索(杆)力测试难度大、传感器易损坏等问题,提出一种基于数字图像相关(DIC)技术的非接触式桥梁索(杆)力测试和计算方法。该方法采用DIC技术对固定高速摄像机拍摄的索(杆)振动目标点进行图像追踪,获得索(杆)上目标点的位移时程响应信息,再结合运行模态分析和索(杆)力反演计算实现索(杆)力求解。将该方法应用于某斜拉桥及某吊杆拱桥的索(杆)力计算中,并与加速度法实测索(杆)力进行对比。结果表明:以固定高速摄像机为硬件,基于DIC技术得到的功率谱密度曲线的各固有频率与加速度法测量结果基本一致,二者测量索(杆)力偏差在7.87%以内;所提方法具有现场操作简便、结果准确等优势,为桥梁的索(杆)力非接触检测提供了良好的技术支撑。 展开更多
关键词 索杆体系桥梁 索(杆)力测试 数字图像相关技术 运行模态分析 固定高速摄像机 计算方法
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采用3D DIC技术的框架填充墙平面外变形特征分析
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作者 谢鑫尧 郭子雄 BASHA Syed Humayun 《华侨大学学报(自然科学版)》 2025年第2期147-155,共9页
基于三维数字图像相关(3D DIC)技术,研究框架填充墙在不同加载阶段下的Mises应变场、裂缝宽度和平面内/外(IP/OOP)位移场的变化规律。结果表明:当墙体加载至峰值荷载的70%~80%时,主裂缝轮廓基本形成,裂缝宽度为0.96~1.97 mm;当墙体加载... 基于三维数字图像相关(3D DIC)技术,研究框架填充墙在不同加载阶段下的Mises应变场、裂缝宽度和平面内/外(IP/OOP)位移场的变化规律。结果表明:当墙体加载至峰值荷载的70%~80%时,主裂缝轮廓基本形成,裂缝宽度为0.96~1.97 mm;当墙体加载至峰值荷载时,最大裂缝宽度达3.81 mm;墙体平面外曲面呈现类似二次曲面的形态,平面外位移幅值从墙体中心向四周依次递减;墙体各个区块内平面内位移幅值接近,主裂缝分割的各个区块平面内/外位移场呈现对称分布规律。 展开更多
关键词 三维数字图像相关技术 框架填充墙 平面外性能 应变场 位移场
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基于DIC技术的多岩层损伤演化物理模型试验
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作者 闫宪洋 张全 +5 位作者 王超 高伟明 张泉 邹俊鹏 汪漫 田伟杰 《安全与环境工程》 北大核心 2025年第4期105-112,共8页
岩石损伤破坏研究是近年来岩石力学领域中的热点研究内容之一。数字图像相关(digital image correlation,DIC)技术因具有全场非接触、适应性好、精度高等优点被广泛应用于岩石破坏试验研究中。为了研究岩石损伤程度及演化过程,基于室内... 岩石损伤破坏研究是近年来岩石力学领域中的热点研究内容之一。数字图像相关(digital image correlation,DIC)技术因具有全场非接触、适应性好、精度高等优点被广泛应用于岩石破坏试验研究中。为了研究岩石损伤程度及演化过程,基于室内单轴压缩试验和DIC技术,建立了多层砂岩在垂直匀速加载作用下的物理模型,分析了在垂直匀速加载作用下多层砂岩裂缝产生-扩展-贯通全过程、砂岩破断面特征以及位移演化规律。结果表明:①多层砂岩在垂直匀速加载作用下,最底层砂岩中部首先发生拉伸破坏,然后砂岩两侧发生剪切破坏。②砂岩的破断面具有明显特征,即砂岩左侧和右侧破断面均有明显的擦痕,为剪切破坏;砂岩中部破断面无任何摩擦痕迹,为拉伸破坏。③砂岩的水平和垂直位移时间变化过程主要分为3个阶段,首先水平位移变化较大,砂岩处于拉伸破坏过程中,随后测点间水平位移变化很小,砂岩发生拉伸破坏;接着测点垂直位移缓慢增长,与拉伸破坏阶段的规律基本一致,砂岩处于剪切裂缝发育阶段;最后剪切裂缝贯通,裂缝两侧岩块发生剪切错动,测点垂直位移迅速增加。该研究结果有助于从全新的角度理解多层砂岩的破坏机制。 展开更多
关键词 岩石损伤演化 数字图像相关(dic)技术 物理模型试验 岩石裂缝演化规律
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基于DIC技术的砂浆保护层锈胀变形开裂研究
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作者 方慧 宁泽 +3 位作者 孙景来 武旭 翟济 席迅 《市政技术》 2025年第5期119-127,共9页
钢筋锈蚀诱发的混凝土保护层开裂是影响钢筋混凝土结构耐久性的关键因素,因此明确其锈胀开裂过程对结构耐久性评估与维护修复具有重要意义。为避免粗骨料对数字图像相关法(Digital Image Correlation,DIC)应变场分析的干扰,采用砂浆试... 钢筋锈蚀诱发的混凝土保护层开裂是影响钢筋混凝土结构耐久性的关键因素,因此明确其锈胀开裂过程对结构耐久性评估与维护修复具有重要意义。为避免粗骨料对数字图像相关法(Digital Image Correlation,DIC)应变场分析的干扰,采用砂浆试样进行试验,提出了一种基于DIC技术的砂浆保护层锈胀开裂试验分析方法。该方法通过设计贴面外加电流加速钢筋锈蚀装置,结合普通数码相机与二次开发的DIC开源程序Ncorr,获取了锈蚀产物累积过程中砂浆保护层表面的全场位移与应变演化过程,计算了不同锈蚀阶段的钢筋理论锈蚀率(与实际锈蚀率误差<6%),揭示了锈胀裂缝宽度的分布规律及其缓慢扩展阶段与加速扩展阶段扩展特征。试验结果表明:采用DIC技术测量的钢筋锈胀裂缝宽度准确性较高(误差≤3.50%),验证了该方法可为混凝土结构锈胀开裂的耐久性评估提供一种便捷、低成本的解决方案。 展开更多
关键词 钢筋混凝土 砂浆保护层 锈胀开裂 dic技术 锈蚀率 裂缝宽度
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基于DIC技术的高温后混凝土变形性能 被引量:18
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作者 时金娜 赵燕茹 +1 位作者 郝松 王磊 《建筑材料学报》 EI CAS CSCD 北大核心 2019年第4期584-591,共8页
基于DIC(数字图像相关)技术,对经历20,200,400,600和800℃后的混凝土在单轴受压过程中的全场位移进行采集,分析了混凝土在不同温度下、不同受力阶段应变云图的变化特征和变形参数的变化规律.结果表明:400℃是混凝土横向应变集中区域与... 基于DIC(数字图像相关)技术,对经历20,200,400,600和800℃后的混凝土在单轴受压过程中的全场位移进行采集,分析了混凝土在不同温度下、不同受力阶段应变云图的变化特征和变形参数的变化规律.结果表明:400℃是混凝土横向应变集中区域与纵向应变压缩量最大区域匹配的临界温度;横向应力应变曲线原点至上升段0.4fcθ(fcθ为温度θ下的峰值应力)时对应的斜率Gr-H对温度的响应要比弹性模量Eθ对温度的响应更加敏感;高温损伤会导致混凝土在较低应力比下产生较大的体积压缩. 展开更多
关键词 高温 变形 数字图像相关 应变云图 体应变 极限应变
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