SUS304材料的小冲孔蠕变试验研究

小冲孔蠕变试验技术是一种采用微小试样、近乎无损地评定材料高温力学性能的新方法,本文应用小冲孔蠕变试验技术评定SUS304材料的高温力学性能。在不同温度下,对SUS304奥氏体不锈钢进行载荷范围为443N～513N的小冲孔蠕变试验,得到材料在不同试验条件下的蠕变曲线,通过中断试样的扫描电镜观察分析了试样的变形过程,讨论了影响小冲孔蠕变试验的主要因素。试验结果表明,从小冲孔实验获得的蠕变曲线与传统单轴拉伸蠕变实验的蠕变曲线具有一致性,都具有三个明显的蠕变阶段,利用小冲孔蠕变试验技术测试材料的高温性能是可行的。试验载荷越大,试样瞬时变形挠度越大,蠕变第二阶段速率越快,断裂时间越短。载荷、温度、试样厚度、环境是小冲孔试验的主要影响因素,对试验结果影响很大。     

基于厚度法确定小冲杆试验能量转变温度

以A106管材钢为研究对象,进行了小冲杆断裂试验,获得断后试样的最小厚度;在对试样断裂后的变形分析中,建立了试样厚度减薄率与温度的关系,规避了低温试验中载荷和位移测量不准确导致小冲杆能量转变温度不确定的问题。结果表明:基于厚度法可以准确确定小冲杆断裂试验的能量转变温度;小冲杆断裂试验后,试样最薄厚度的减小率与温度曲线关系呈现S型,有上平台、转变区、下平台三个典型区域;根据厚度减薄率与温度曲线关系可以得到小冲杆的能量转变温度。采用厚度法得到的小冲杆断裂试验的转变温度与能量法获得的结果基本一致。     

无铆连接模具参数对异种金属板料接头成形的影响

为了研究无铆连接模具参数对 304 不锈钢和 AL6061 板料接头成形的影响，基于 DEFORM-2D 建立了有限元模型，分析了凹模深度、凹槽深度和凸模直径三个主要模具参数对接头成形的影响．研究结果表明，凹模深度越大，越有利于下板料变形，反之，则有利于上板料变形．当凹模直径一定时，凹槽深度和凸模直径过小不利于形成互锁，而凹槽深度不宜过大，避免出现充不满现象，凸模直径过大导致接头颈厚值过小．通过正交试验发现，对接头成形的影响程度从大到小依次为凸模直径、凹槽深度和凹模深度，确定了最优模具参数，并通过无铆连接实验验证了正交试验的可靠性．此外，通过剪切实验获得了接头最大剪切失效载荷为 1.8 kN．     

Experimental and Numerical Analysis of Initial Plasticity in P91 Steel Small Punch Creep Samples

To date, the complex behaviour of small punch creep test (SPCT) specimens has not been completely understood, making the test hard to numerically model and the data difficult to interpret. This paper presents a novel numerical model able to generate results that match the experimental findings. For the first time, pre-strained uniaxial creep test data of a P91 steel at 600 ^°C have been implemented in a conveniently modified Liu and Murakami creep damage model in order to simulate the effects of the initial localised plasticity on the subsequent creep response of a small punch creep test specimen. Finite element (FE) results, in terms of creep displacement rate and time to failure, obtained by the modified Liu and Murakami model are in good agreement with experimental small punch creep test data. The rupture times obtained by the FE calculations which make use of the non-modified creep damage model are one order of magnitude shorter than those obtained by using the modified constitutive model. Although further investigation is needed, this novel approach has confirmed that the effects of initial localised plasticity, taking place in the early stages of small punch creep test, cannot be neglected. The new results, obtained by using the modified constitutive model, show a significant improvement with respect to those obtained by a ’state of the art’ creep damage constitutive model (the Liu and Murakami constitutive model) both in terms of minimum load-line displacement rate and time to rupture. The new modelling method will potentially lead to improved capability for SPCT data interpretation.     

在役设备材料断裂力学参数测定方法综述--小冲杆实验力学研究进展之二

20多年以来, 用小型试件的小冲杆实验技术来测量在役设备材料的各种力学参数已经取得了很大进展. 小冲杆实验的试样虽然还没有标准, 但一般均采用直径为3～10mm,厚度为0.1～0.5mm的圆片试样.这个方法已经用来确定材料的弹性模量、屈服强度、塑性性能、抗拉强度、断裂形态转变温度、断裂韧性、蠕变性能以及表示塑性硬化和韧性损伤的微观力学参数和黏塑性性能等各种力学性能.该方法兼具取样方便和几乎无损的优点,非常适用于那些无法取出传统试样或取样不经济的场合,因此引起科技界和工业界的关注.本文综述了小冲杆试验的测量技术及从测量数据来确定材料断裂形态转变温度、断裂韧性和主曲线的移动温度的各种计算方法研究进展.     

在役设备材料弹塑性力学参数测定方法综述--小冲杆实验力学研究进展之一

20多年以来,采用小型试件的小冲杆试验技术来测量在役设备材料的各种力学参数已经取得了很大进展,这个方法已经用来确定材料的弹性模量、屈服强度、塑性性能、抗拉强度、韧一脆转变温度、断裂韧度、蠕变性能和黏塑性性能等各种力学性能。由于从小冲杆试验的测量结果来确定材料的力学性能是一个反问题,因此,与此有关的反问题分析方法也得到了相应的发展。本文系统综述小冲杆试验的测量技术及从测量数据来确定材料弹塑性参数的各种经验方法和计算方法,例如有限元分析和参数法、反向有限元法、有限元和反方法、反向识别和人工神经网络、有限元优化和试验变形形状以及杂交反方法等。     

Finite-element analysis of creep and plasticity tensile-test specimens

Traditionally, mechanical properties as determined from sensile-test specimens are assumed to be truly uniaxial and are used directly in finite-element codes for design purposes. In this paper, the stress and strain distributions in two test geometries, an hourglass specimen and a cylindrical specimen, are critically examined by means of the nonlinear finite-element code CREEP-PLAST. Since some triaxiality of the stress state is inevitable in any region with a transition, it is difficult to have a truly uniaxial test specimen. The determination of the internal stress and strain distributions makes it possible to assess the accuracy of the mechanical properties as indicated by tests on a particular specimen. Furthermore, the data given here guide the choice between the hourglass and the cylindrical specimen for applications in creep, plasticity and fatigue. Extensometry techniques permit measurements to be made only on the surface of the specimen. Thus, trouble can be caused by the nonuniform strain state present in both geometries. With the finite-element analysis, the strain field within the specimens is correlated to that on the surface; extensometry correction factors are given for selected cases.     

激光毛化微凸形模具钢表面摩擦磨损性能研究

采用调Q灯泵浦YAG激光器,对模具钢试件表面进行了不同尺寸和分布的微凸体形貌激光毛化加工.在UMT-Ⅱ型多功能摩擦磨损试验机上,进行了模具钢试件不同激光毛化表面形貌之间以及与光滑模具钢试件的摩擦磨损性能对比试验研究.结果表明:在模拟冷冲拉延模具低速重载的工况条件下,不同激光毛化微凸体形貌模具钢在摩擦系数和体积磨损量存在一定的差异,且与未毛化模具钢试样相比,其摩擦系数变大,体积磨损量减小.随着微凸体直径、间距的增大,模具钢表面摩擦系数相应减小,体积磨损量亦逐渐减小.说明激光毛化技术可用于优化模具复杂型面的摩擦特性.     

SHPB帽形试样尺寸效应研究

利用ANSYS/LS-DYNA软件开展不同尺寸帽形试样的SHPB数值模拟,研究帽形试样的尺寸效应。结果表明,当帽形试样剪切变形区域宽度大于0.2 mm时,根据经典公式处理得到的应力值将随t的增大而显著增大, 严重偏离理论值,当t=1.0 mm时,计算得到的应力值甚至接近理论值的2倍。采用分体模型进行的进一步计算表明,数据处理结果中应力偏差主要来源于帽形试样中环状部位的膨胀变形。提出改进的数据处理方法,并采用圆柱样与几种不同尺寸帽形试样开展了验证实验,结果与计算结果基本一致。     

长期荷载作用下CFST界面粘结损伤试验研究

为考察在役钢管混凝土界面粘结性能与荷载作用时间的关系,以荷载作用时间段为基本参数,完成了7根圆钢管混凝土试件的推出试验.试验结果表明,钢管混凝土界面粘结力随荷载作用时间的延长而减小.根据试验结果,得出各个试件的荷载—滑移曲线.基于ANSI/ACI308-1992混凝土养护规程,得出每个试件在荷载作用下的混凝土徐变应变.从损伤力学的角度出发,定义界面损伤变量,推导了混凝土徐变应变与损伤的关系.通过回归得出含损伤变量的界面粘结—滑移本构关系.     

A Simple Model for a Fluid-Filled Open-Cell Foam

A simple microstructure model is used to describe a fluid-filled open-cell foam. In the simplest case it consists of parallel elastic plates with gaps between them, which are filled with a Newtonian fluid. We assume that the load applied to this model material is uniaxial. The constitutive equation is formulated with the pressure of the fluid as an inner variable. The model yields an evolutional equation for the fluid pressure which itself is a field equation, that is a partial differential equation in time and space coordinates. This differential equation is solved for an instantaneously applied constant load and for a harmonically oscillating load. The solution of the differential equation, in combination with the constitutive equation leads to a relation between mean applied load and global strain of the test specimen. Finally, we obtain the creep compliance and the complex modulus of the foam material, respectively. The influence of different geometries of the foam and of different material behaviour of the matrix and fluid on the creep compliance and the complex modulus is discussed.     

High Speed Blanking: An Experimental Method to Measure Induced Cutting Forces

A new blanking process that involves punch speed up to 10 ms ^?1 has obvious advantages in increased productivity. However, the inherent dynamics of such a process makes it difficult to develop a practical high speed punch press. The fracture phenomenon governing the blanking process has to be well understood to correctly design the machine support and the tooling. To observe this phenomenon at various controlled blanking speeds a specific experimental device has been developed. The goal is to measure accurately the shear blanking forces imposed on the specimen during blanking. In this paper a new method allowing the blanking forces to be measured and taking into account the proposed test configuration is explained. This technique has been used to determine the blanking forces experienced when forming C40 steel and quantifies the effect of process parameters such as punch die clearance, punch speed, and sheet metal thickness on the blanking force evolution.     

LOCAL CREEP EVALUATION OF P92 STEEL WELDMENT BY SMALL PUNCH CREEP TEST

The aim of this research is to evaluate the local creep damage of various microstructures such as coarse grained heat affected zone （CGHAZ）, fine grained heat affected zone （FG- HAZ）, intercritical heat affected zone （ICHAZ） known as Type IV region, weld metal, and base metal of P92（9Cr-2W） steel weldment by small punch （SP） creep test at 600~ C. Also, to determine the weakest local part of the weldment, the effect of microstructures on creep rupture behavior in the weldment of P92 steel was studied. From the experimental results, the FGHAZ and Type IV region turned out to be very weak local parts of P92 weldment. Especially, the TYPE IV region showed the greatest displacement rate and had the shortest rupture life with many creep cavities widely spreaded in most of the region.     

持荷混凝土构件耐久性试验加载装置应用技术

针对混凝土构件耐久性试验环境的腐蚀性和多变性、试验设备容量的限制、混凝土的徐变及加载杆件的松弛等影响,对持荷试件加载装置进行了设计与研究。通过自平衡加载装置对紧固件施加扭矩来控制持荷试件的应力水平,并实时监测不同材质及环境下的扭矩系数、混凝土徐变和紧固件的应力松弛,以此获得扭矩的衰减规律,为试件应力补偿提供理论依据。采用两套加载装置对8根(套)试件进行了测试,试验结果表明,自平衡加载装置适用性强、加载及其补偿简便且能够满足试验要求,持荷试件应力损失在六周后趋于稳定。该装置及其应用技术可用于荷载与环境共同作用下混凝土构件的耐久性试验。     

An Extension of the Monkman-Grant Model for the Prediction of the Creep Rupture Time Using Small Punch Tests

Creep tests on a small scale have the potential to be used without significant removal of material or in areas where the available material is limited. In this paper an extension of the modified Monkman-Grant model for the prediction of the creep rupture time using Small Punch Creep Tests (SPCT) is investigated. This test basically consists of punching, under constant load, a small size specimen (10×10×0.5 mm) with the ends fixed. For this purpose an AZ31B magnesium alloy, taking a test temperature of 150?ºC, has been selected. The Monkman-Grant relation is a predictive model, initially developed for uniaxial creep tests, which can be used to predict the rupture time of tests which have been interrupted once secondary stage of creep has been reached. The proposed extension of the Monkman-Grant model for SPCT is based on the definition of the Minimum Relative Punch Displacement Rate. The experimental techniques and data analysis, involving small punch testing, are explained in detail. The proposed predictive model allows the test times of small punch testing to be reduced and it can be directly applied to predict the failure time from an interrupted test at the time when the Minimum Relative Punch Displacement Rate is reached. Good correlations are obtained by comparing the failure time from the proposed Monkman-Grant extension with the experimental failure time.     

不同尺寸砂岩动态力学性质和应力平衡性的试验研究

采用大直径分离式霍普金森压杆系统获得的不同尺寸试样的实验冲击动态力学参数有差异,因此在直径100 mm压杆上进行了3种直径（50、75和100 mm）和5种长径比（0.4、0.5、0.6、0.8和1.0）的砂岩试样冲击试验,分析了不同尺寸试样应力-应变曲线和应变率曲线随尺寸的变化,提出了用于比较波形对齐重合度的波形叠加系数,并与应力平衡因子共同构建了动态应力平衡性研究体系,由此确定大直径霍普金森压杆试验的试样建议尺寸。同时,利用高速摄影机监测试样的动态破坏状况。结果表明:当长径比相同时,直径75与100 mm岩石试样的动态抗压强度测试值相近,直径50 mm试样具有更明显的长度效应;随着试样直径的增大,应变率曲线从单峰变为双峰;小尺寸试样更易发生轴向劈裂破坏,大尺寸试样受内部应力波叠加影响产生了较大的拉应力,易发生层裂拉伸和轴向劈裂的复合型破坏;对直径75 mm且长径比0.3~0.4的试样,波形对齐后重合度较高,在起始破坏前拥有充足的应力平衡时间,应变率加载效果较好。获得了砂岩试样冲击压缩试验的尺寸效应,可为大直径岩石试样的尺寸选择提供参考。     

不同管径氧化钛纳米管层的微动磨损性能

利用阳极氧化法在纯钛表面制备了3组平均内径不同的TiO2纳米管层试样,用扫描电子显微镜、硬度仪和轮廓仪对试样表面形貌、显微硬度、纳米硬度和粗糙度进行测试.在大气环境里,以球/平面接触方式,对摩偶件为超高分子聚乙烯球,采用PLINT高精度液压伺服式微动磨损试验机,分别在4种法向载荷下,对试样进行微动磨损试验.结果表明:随法向载荷的增加,同一摩擦副的摩擦系数降低;TiO2纳米管层的存在降低了钛与UHMWPE之间的摩擦系数,在不同载荷下纳米管层表面的摩擦系数均随管径的增大而增大,但低于无纳米管层的对照组;与UHMWPE对摩,TiO2纳米管层有很好的承载、抗剥离和耐磨性能;摩擦副的主要磨损机理为磨粒磨损、UHMWPE塑变导致的表层材料损失.     

基于ANN-GA协同寻优的动态拉伸试样尺寸优化方法

材料动态拉伸力学性能测试中,动态拉伸试样的几何尺寸对测试结果的准确性与有效性有着较大影响。为对动态拉伸试样的结构进行优化设计,以使其在动态拉伸过程中更好地满足一维应力与变形均匀等基本假设。首先,建立了量化的试样测量准确度指标,即应力平衡达到时间、变形均匀度、非轴向应力相对水平、过渡段相对变形。然后,对试样结构参数进行正交试验设计,通过数值模拟的方法得到了关于试样尺寸与测量准确度指标的正交试验数据库,并对正交试验数据库进行多目标正交试验矩阵分析,得到了试样结构参数对各测量准确度指标影响的主次顺序和规律。最后,以正交试验数据库为训练集,采用人工神经网络（artificial neural network, ANN）协同遗传算法（genetic algorithm, GA）的全局寻优方法对试样的结构尺寸进行优化设计,得到了试样的最优结构尺寸,并对最优尺寸的有效性进行了验证。结果表明,优化后的试样结构在材料动态拉伸力学性能测试精度上的表现明显得以提升。因此,采用ANN-GA协同优化的方法对动态拉伸试样的结构进行优化具有可行性和有效性。     

Influence of Specimen Geometry on Split Hopkinson Tensile Bar Tests on Sheet Materials

In recent years numerous studies on the high strain rate behaviour of sheet materials using split Hopkinson tensile bar set-ups have been reported in literature. For these experiments mostly dogbone-shaped specimens are used. However, widely divergent specimen dimensions can be found. In the present study the influence of this specimen geometry on the test results is investigated experimentally. An extensive series of Hopkinson tests on a steel sheet material using different specimen geometries is performed. An advanced optical technique is used to obtain the true distribution of the deformation along the length of the specimen. Important issues such as the contribution of the deformation of the transition zones to the total deformation and the (non-)homogeneity of the strain in the specimen are thus determined. From the experiments it is clear that the influence of the specimen geometry on the observed behaviour cannot be neglected. It is shown that inconsistencies between the assumed and real specimen behaviour account for these differences. For the TRIP steel considered in the study, accurate deformation values are only guaranteed if the length to width ratio of the central zone is larger than 1.25 and if the radius of the transition zone is sufficiently small.     

A study of the generation and creep relaxation of triaxial residual stresses in stainless steel

This paper presents results from a numerical and experimental research programme motivated by the need to predict creep damage generated by multi-axial states of stress in austenitic stainless steels. It has been hypothesized that highly triaxial residual stress fields may be sufficient to promote creep damage in thermally aged components, even in the absence of in-service loads. Two prerequisites to test this hypothesis are the provision of test specimens containing a highly triaxial residual stress field and an accurate knowledge of how this residual stress field relaxes due to creep. Creep damage predictions may then be made for these specimens and compared to damage observed in experiments. This paper provides solutions to both of these prerequisites. Cylindrical and spherical test specimens made from type 316H stainless steel are heated to 850 °C and then quenched in water. Finite element predictions of the residual stress state, validated by extensive neutron diffraction measurements, are presented which confirm the high level of triaxiality present in the specimens. The specimens are then thermally aged at 550 °C and numerical predictions of the residual stress relaxation are given, again validated by extensive neutron diffraction measurements. The results confirm the validity of the creep relaxation models employed. In addition, the results show the influence of specimen size and permit comparisons to be made between three different types of neutron diffractometers.