EFFECT OF DAMAGE EVOLUTION ON POISSON’S RATIO OF CONCRETE UNDER SULFATE ATTACK

Experimental results about concrete under sulfate attack are summarized,which include the variation of mass density of samples and velocity of ultrasonic wave propagating in samples.The evolution damage is analyzed in terms of the experimental results,and close attention is paid to the effect of damage evolution on Poisson’s ratio.This study shows that Poisson’s ratio is significantly affected by the concentration of solution and water-cement ratio.Poisson’s ratio of concrete changes very little when the water-cement ratio is selected as 0.6 or 0.8,so that such change may be neglected.If water-cement is 0.4,however,the Poisson’s ratio of the sample significantly changes.When the concrete sample of 0.4 water-cement ratio is immersed in sodium sulfate solution of 8% concentration for 285 days,Poisson’s ratio increase 10.14% compared with its initial value.There exist a sensitive region and a non-sensitive region for the change rate of Poisson’s ratio with respect to corrosion time.The change rate of Poisson’s ratio monotonously decreases with corrosion time in the sensitive region;in the non-sensitive region,the change rate of Poisson’s ratio is almost equal to zero.     

THE USE OF VISCO-ELASTOPLASTIC DAMAGE CONSTITUTIVE MODEL TO SIMULATE NONLINEAR BEHAVIOR OF CONCRETE

A visco-elastoplastic damage constitutive model is proposed for simulating nonlinear behavior of concrete. Based on traditional plastic theory, the irreversible deformation is simulated in effective stress space. In order to reflect different stiffness degradation mechanism of concrete under tensile and compressive loading conditions, both tensile and compressive damage variables are introduced, and then on the basis of energy release rate, the model is firmly derived within the concept of irreversible thermodynamics. The rate-dependent model is considered by introducing viscous regularization into the inelastic strain and damage variable, and combined with an additional elastic condition. Fully implicit backward-Euler algorithm is used to perform constitutive integration. Results of numerical examples using the proposed model agree well with test results for specimens under uniaxial tension and compression, biaxial loading and triaxial loading. Failure processes of single-edge-notched (SEN) beam and double-edge-notched (DEN) specimen are also simulated to further validate the proposed model.     

深水钢悬链线立管触地区疲劳实验系统设计

深水钢悬链线立管(steel catenary riser, SCR)触地区易发生疲劳破坏, 且疲劳寿命预测问题是 目前理论计算与数值分析的难点, 通过实验能更好地促进理论和数值研究. 因此在相关理论 研究基础上, 设计一套SCR触地区疲劳实验系统, 模拟实际工作状况, 考虑张力、弯曲、内 外压与管土相互作用等因素的变化组合. 该实验系统为以后开展深水立管疲劳实验、研究SCR 触地区疲劳破坏机理以及准确预测SCR触地区的疲劳寿命奠定基础.     

混凝土损伤本构模型下梁承载力研究

为解决混凝土非线性特性难以描述的难题,通过MTS815.02岩石电液伺服系统,对圆柱体混凝土试件施加定围压比为0.2的围压,得出C25、C35、C45混凝土在＂理想无损伤＂状态下的应力-应变曲线;用Ramberg-Osgood公式描述其应力-应变关系,引入损伤变量演化方程,进而得出混凝土一维受压损伤本构模型。通过与实验数据的对比证明了模型的有效性和准确性;详细地分析了无初始损伤条件下配筋梁受弯破坏时的损伤演化过程;计算C25、C35、C45钢筋混凝土梁的受弯承载力。分析结果显示：随着混凝土强度由C25提高到C45,按此模型计算与按规范公式计算所得梁承载力的差异由1.9%升高至2.84%;下降段损伤累积量占总体损伤度的比例由46.26%升高至86.04%。研究表明,本文的分段曲线损伤模型可以较好地模拟梁混凝土的非线性受压过程,并能够给出损伤程度的预测。     

水泥砂浆的一个热粘弹性率型损伤本构模型

利用SHPB实验系统及自行研制的混凝土类材料快速高温加热设备,对水泥砂浆试件进行了不同 温度(20~600℃)和3种冲击速度下的实验,得到了不同温度和冲击速度下水泥砂浆试件的应力应变关系曲 线。基于ZWT粘弹性本构模型,并且考虑高温下水泥砂浆损伤演化规律都服从Weibull分布,提出了一个水 泥砂浆的热粘弹性率型损伤本构模型。通过数据拟合,获得了本构模型的相关参数,结果表明:理论预测和实 验结果吻合良好。     

损伤因素对单层平面索网静力性能影响研究：有限元分析与试验验证

运用通用有限元软件ANSYS建立三维有限元模型,对横索与竖索连接节点失效、索预应力损失和锚固端失效这三种损伤因素的不同损伤工况下,单层平面索网结构的受力性能进行了非线性有限元分析,并与相应的试验结果进行了全面对比分析。结果表明：本文的有限元模型能够准确地分析计算上述三种损伤因素对单层平面索网结构受力性能的影响,包括结构...     

Detection of the support damage of spatial steel structures under earthquakes based on shaking table test

There are always some local damages in spatial steel structures induced by strong earthquakes, such as welding cracks of steel nodes, anchor loose of supports etc. If these local damages of spatial steel structures occur, there will be serious dangers to the structural safety. In order to detect the position of local damage under earthquake quickly and accurately, the method of support damage diagnosis of spatial steel structures under earthquakes is studied by using wavelet packet decomposition, data fusion and cluster analysis. Furthermore, a scale model of spatial steel structure was tested on a seismic simulation shaking table to detect the position of damaged support. Results show that the damaged support position can be detected accurately by using the method proposed in this paper, which has practical applications to the damage detection of spatial steel structures.     

拉曼光谱和色差法在丝质文物色彩损伤评估中的比较

丝质文物是博物馆内的重要藏品之一,具有极高的文化、艺术、历史价值。作为一种性质不稳定的蛋白质有机构成材料,丝质文物极易受到光学辐射而发生泛黄等色彩损伤,尤其是在Light Emitting Diode(LED)得到广泛应用的博物馆光环境中。如何针对馆藏丝质文物色彩损伤进行科学评估是本研究要解决的主要问题。色差评估法是分析博物馆照明对文物色彩损伤的有效手段,但是存在相应的局限性,无法对色彩损伤的诱导期进行评估。由于文物发生色彩损伤的根本原因在于材料内部分子结构发生光化学反应,理论上说,从微观分子层面研究的拉曼光谱法能够更加科学地评估丝质文物色彩损伤。本研究将拉曼光谱引入博物馆照明领域,对比色差评估结果验证拉曼光谱色彩损伤评估的可行性和科学性。通过构成四基色LED的450, 510, 583和650 nm四种窄带光对丝质样品开展长周期照射实验,分别以CIE L*a*b*色差和拉曼光谱作为评估指标,计算得到基于两种评估方法的不同窄带光对丝质文物的色彩相对损伤系数,分别为450 nm∶510 nm∶583 nm∶650 nm=1.00∶0.63∶0.48∶0.32和450 nm∶510 nm∶583 nm∶650 nm=1.00∶0.69∶0.47∶0.27。结果一方面表明,两种方法得到的四种窄带光对丝质文物的色彩损伤趋势是一致的,即450 nm>510 nm>583 nm>650 nm,波长越短对丝质文物的色彩损伤程度越大,说明拉曼光谱是一种能够量化评估丝质文物色彩损伤的可行方法;另一方面表明,基于拉曼参数计算的色彩相对损伤系数的比例差异更大。丝质样品的老化过程中存在诱导期。色差法难以分析丝质样品诱导期的色彩变化,而拉曼光谱分析则可灵敏地检测出相应的分子结构变化,包括诱导期。因此,拉曼光谱法能够对丝质文物的色彩损伤进行更加科学地评估。同时,研究得到的构成LED光谱的四种窄带光对丝质文物色彩相对损伤系数,可以为这类光源在丝质文物照明中的损伤度评估和博物馆准入评估提供依据。     

氦、氘对纯铁辐照缺陷的影响

在核聚变堆的辐照环境中, 核嬗变产物氢、氦对结构材料的抗辐照性能将产生很大的影响. 本实验采用离子注入和电子辐照模拟研究了氦和氘对具有体心立方结构的纯铁的影响. 采用离子加速器在室温分别对纯铁注入氦离子和氘离子, 经500℃时效1 h后在高压电镜下进行电子辐照.结果表明: 室温注氦和室温注氘的纯铁在500℃时效后分别形成间隙型位错环和空位型位错环. 在电子辐照下, 间隙型位错环吸收间隙原子而不断长大, 而空位型位错环吸收间隙原子不断缩小. 通过计算位错环的变化速率发现, 空位型位错环比间隙型位错环吸收了更多的间隙原子, 即室温注氘纯铁的位错偏压比室温注氦纯铁的偏压参量大, 这意味着相同实验条件下空位型位错环对辐照肿胀的贡献大于间隙型位错环对辐照肿胀的贡献. 利用氦-空位复合体和氘-空位复合体的结构, 分析了注氦和注氘后在纯铁中形成不同类型位错环的原因. 关键词： 氦 氘 辐照损伤 位错环     

连续波氧碘激光对光伏型锑化铟探测器的破坏阈值

 通过测量光伏型锑化铟探测器在不同功率密度的连续波氧碘激光辐照下性能的变化,得到其破坏阈值范围为26(089s)～113(14s)W/cm²。 理论上用一维热模型计算了探测器在激光辐照过程中温升和输出信号的变化过程,对实验结果进行了分析。