共查询到18条相似文献,搜索用时 78 毫秒
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通过对经典强度理论或准则的强度参数分析,将强度参数转化为由混凝土的单轴压缩和单轴拉伸强度表示,结合S准则给出的混凝土单轴强度的率效应规律,得出了强度参数受应变率影响的率效应函数,进而将常用的静态多轴强度准则摩尔-库伦强度理论、松岗-中井强度理论、德鲁克-普拉格强度理论、拉得-邓肯强度准则和胡克-布朗强度准则发展为动态多轴强度准则.利用混凝土动态单轴压缩和动态单轴拉伸试验结果统计分析给出的S准则率效应参数,分析了5种强度准则中强度参数随应变率的变化规律以及取值范围.基于混凝土单轴压缩和单轴拉伸强度,分别给出了5种强度准则在子午面、偏平面和平面应力条件下的强度曲线与主应力空间中的强度曲面,对比分析了5种强度准则间的异同,以及每种强度准则随应变率的变化规律.利用混凝土材料的动态双轴和动态真三轴强度试验结果,分析评价了5种动态多轴强度准则,并且阐述了各动态多轴强度准则的应变率适用范围.德鲁克-普拉格强度理论与试验结果相差甚远,不适于描述混凝土材料的强度规律.动态双轴加载时,在拉压区各强度准则差别不大,都可较好地描述试验规律;在压压区各强度准则差别较大,松岗-中井强度理论与试验结果吻合最好.在动态真三轴比例加载时,摩尔-库伦强度理论和胡克-布朗强度准则无法考虑中主应力的影响;松岗-中井强度理论和拉得-邓肯强度准则都可较好地描述试验规律. 相似文献
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基于两个基本假定并提出损伤泊松比的概念,应用损伤力学理论和最小耗能原理,根据混凝土单元体的耗能率应受到强度准则的约束,建立了混凝土在多轴应力状态下强度准则的一般形式并揭示混凝土的破坏机理,指出损伤泊松比是决定混凝土破坏的关键.根据混凝土破坏包络面的特征和已有试验资料,初步确定了损伤泊松比的表达式.通过与国内外633组多轴应力下混凝土强度试验资料的比较,结果表明该强度准则计算结果与试验结果符合较好.针对二轴应力状态下,新混凝土强度准则可进一步简化,其形式更简单,且偏于安全. 相似文献
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基于扩展有限元法的混凝土细观断裂破坏过程模拟 总被引:1,自引:0,他引:1
扩展有限元法(XFEM)是分析不连续力学问题(特别是断裂问题)的一种有效的数值方法。在常规的有限元位移模式中,基于单位分解的思想加入一个跳跃函数和渐进缝尖位移场来对不连续体附近的节点自由度进行局部加强,从而反映了位移的不连续性。介绍了扩展有限元的基本原理,给出了扩展有限元进行混凝土开裂及裂纹扩展的分析方法,最后采用扩展有限元法模拟了湿筛混凝土单轴拉伸作用下及WinklerL-型混凝土板的细观断裂破坏过程。分析了混凝土裂纹萌生、扩展的过程及破坏形态,数值结果与实验结果吻合良好。研究表明:扩展有限元法通过特定的位移模式,使裂纹两侧不连续位移场的表达独立于网格划分,能有效地模拟混凝土材料细观断裂破坏过程。 相似文献
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脆性材料的均强度破坏准则 总被引:2,自引:0,他引:2
在大量工程陶瓷和玻璃力学性能研究的基础上,针对脆性材料的强度特点,提出一个新的强度准则——均强度准则.指出了脆性材料存在一个固有特征——破坏发生区,并导出了相应的解析表达式.应用该理论解释了弯曲强度的尺寸效应,给出了不同尺寸试件弯曲强度的关系式.并通过一系列实验以及格里菲斯的经典实验验证了均强度准则的正确性和可行性.为工程陶瓷等脆性材料的力学性能评价提供了一个有效的破坏准则. 相似文献
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钢筋锈胀引发混凝土保护层开裂破坏的细观数值研究 总被引:1,自引:0,他引:1
钢筋锈蚀膨胀引起保护层混凝土开裂是影响钢筋混凝土结构耐久性和服役寿命的重要因素。考虑到混凝土细观结构组成对保护层破坏模式的影响,从细观角度出发,将混凝土看作由骨料、砂浆基质及两者间界面过渡区组成的三相复合材料,建立了描述钢筋锈胀力学行为的混凝土随机骨料模型。采用塑性损伤本构关系模型来表征砂浆基质和过渡区界面的力学行为,假定钢筋均匀锈蚀,对钢筋锈胀引起的混凝土保护层开裂破坏过程进行了细观数值研究。对比了宏观均匀模型与细观非均质模型下获得的保护层破坏模式,探讨了径厚比(c/d)、钢筋位置(中部和角区)及混凝土拉伸强度对保护层破坏模式及保护层胀裂时钢筋锈蚀水平的影响,得到了一些有益结论。 相似文献
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岩石细观破裂形貌是岩石破坏机制的重要反映,为研究不同加载速率对砂岩弯曲破坏的影响,通过三点弯曲实验和扫描电镜方法,对某煤矿关键层砂岩弯曲破断裂纹细观形态以及裂纹的自相似性进行了研究。选取6个不同加载速率对岩样进行三点弯曲实验,观察其宏观断裂情况,并利用扫描电镜对弯曲断裂面表面裂纹细观结构进行观察,并拍摄不同倍数下的扫描电镜图片。对图片进行图像处理后得到砂岩弯曲断裂破坏细观裂纹信息,并计算得到微裂纹的分形盒维数值。结果显示:随着加载速率的提高,砂岩穿晶断裂的比例也随之升高,裂纹分形维数亦随着加载速率的增大而增加,同时,分形维数还与弯曲断裂破坏荷载和抗弯强度成正比。可见,加载速率对断裂方式有一定的影响,且加载速率越大断裂所需的破坏能越大,裂纹分布越广,表明开采速度与岩爆等岩体动力灾变有密切关系。 相似文献
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三轴应力状态下混凝土的一种新强度准则 总被引:7,自引:1,他引:6
提出了一种新的三轴应力状态下的混凝土强度准则,它的理论基础是最小耗能原理.对不同的混凝土材料和不同的受力状态,该文给出的强度准则与实验值均吻合较好. 相似文献
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复杂应力条件下脆性材料的受拉破坏准则 总被引:1,自引:1,他引:0
根据脆性材料微粒对之间距离超过特定距离而破坏的微观机理,结合宏细观试验结果指出的绝大多数的破坏颗粒对的方向与σ1的方向之间的夹角都大于0°这一事实,导出了新的脆性材料张破坏准则: σ1 ασ2 βσ3≤[σ],式中系数β与材料的优势角θ(破坏颗粒对的方向与σ1的方向之间的夹角的某种平均) 和泊松比μ有关.同时还指出了经典强度理论由于没有考虑优势角从而导致了它们与宏观实验结果不符.实验结果表明,在张破坏条件下此准则比经典的准则有更高的精度. 相似文献
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This paper examines the compressive strength of a fiber reinforced lamina under multi-axial stress states. An equilibrium analysis is carried out in which a kinked band of rotated fibers, described by two angles, is sandwiched between two regions in which the fibers are nominally straight. Proportional multi-axial stress states are examined. The analysis includes the possibility of bifurcation from the current equilibrium state. The compressive strength of the lamina is contingent upon either attaining a load maximum in the equilibrium response or satisfaction of a bifurcation condition, whichever occurs first. The results show that for uniaxial loading a non-zero kink band angle β produces the minimum limit load. For multi-axial loading, different proportional loading paths show regimes of bifurcation dominated and limit load dominated behavior. The present results are able to capture the beneficial effect of transverse compression in raising the composite compressive strength as observed in experiments. 相似文献
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STRENGTH CRITERION FOR PLAIN CONCRETE UNDER MULTIAXIAL STRESS BASED ON DAMAGE POISSON'S RATIO 总被引:2,自引:0,他引:2
Ding Faxing Yu Zhiwu 《Acta Mechanica Solida Sinica》2006,19(4):307-315
A new unified strength criterion in the principal stress space has been proposed for use with normal strength concrete (NC) and high strength concrete (HSC) in compressioncompression-tension, compression-tension-tension, triaxial tension, and biaxial stress states. The study covers concrete with strengths ranging from 20 to 130 MPa. The conception of damage Poisson's ratio is defined and the expression for damage Poisson's ratio is determined basically. The failure mechanism of concrete is illustrated, which points out that damage Poisson's ratio is the key to determining the failure of concrete. Furthermore, for the concrete under biaxial stress conditions, the unified strength criterion is simplified and a simplified strength criterion in the form of curves is also proposed. The strength criterion is physically meaningful and easy to calculate, which can be applied to analytic solution and numerical solution of concrete structures. 相似文献
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This paper presents a criterion for high-cycle fatigue life and fatigue strength estimation under periodic proportional and non-proportional cyclic loading. The criterion is based on the mean and maximum values of the second invariant of the stress deviator. Important elements of the criterion are: function of the non-proportionality of fatigue loading and the materials parameter that expresses the materials sensitivity to non-proportional loading. The methods for the materials parameters determination uses three S–N curves: tension–compression, torsion, and any non-proportional loading proposed. The criterion has been verified using experimental data, and the results are included in the paper. These results should be considered as promising. The paper also includes a proposal for multiaxial fatigue models classification due to the approach for the nonproportionality of loading. 相似文献
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Failure loads of spot weld specimens are investigated under impact combined loading conditions. A set of test fixtures was
designed and used to obtain failure loads of mild steel spot weld specimens under combined opening and shear loading conditions.
Three different impact speeds were applied to examine the effects of separation speed on failure loads. Micrographs of the
cross-sections of failed spot welds were obtained to understand the failure processes in mild steel specimens under different
impact combined loads. The experimental results indicate that the failure mechanisms of spot welds are very similar for mild
steel specimens at various impact speeds. These micrographs show that the sheet thickness can affect the failure mechanisms.
For 1.0 mm specimens, the failure occurs near the base metal in a necking/shear failure mode. For 1.5 mm specimens, the failure
occurs near the heat-affected zone in a shear failure mode. Based on the experimental results, the effects of the inertia
force, the separation speed, and the loading angle on the failure loads of spot welds are investigated. Failure criteria are
proposed to characterize the failure loads of spot welds under impact combined opening and shear loads for engineering applications.
The failure load can be expressed as a function of the tensile strength of the base metal, the nugget size, the sheet thickness,
the maximum separation speed, the loading angle, and empirical coefficients for a given welding schedule. 相似文献
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基于微观X射线计算断层扫描(XCT)图像,采用单元替换像素的方法建立真实普通强度混凝土试件的细观有限元模型。该模型包含骨料、砂浆、界面过渡区和孔洞,并采用ABAQUS中的混凝土损伤塑性本构模型CDP来模拟各相材料。对20个基于XCT图像的细观模型进行了中低应变率(10-5 s-1~2 s-1)冲击作用下的端部摩擦效应的蒙特卡洛模拟;并对模拟结果进行统计分析和曲线拟合,获得了动态抗压强度和端摩擦系数及应变率之间的定量关系式,以及无摩擦时抗压强度提高因子CDIF与应变率之间的关系式。结果表明,端摩擦能够提高混凝土的抗压强度,但当摩擦系数达到0.3后其影响不再明显;CDIF与应变率的对数(logε)呈二次抛物线关系;拟合的关系式与实验结果吻合良好。 相似文献