thermal creep

[ˈθɚməl krip][ˈθə:məl kri:p]

热力蠕变

  • Using 2-D finite element method authors developed an analysis program package including tem - perature field thermal elastic-plastic creep thermal fatigue and computer drawing .

    作者编制了二维温度场、 弹塑性、 蠕变、热疲劳以及计算机绘图的有限元分析程序包。

  • Advancement of thermal creep stress analysis for RCC dam

    碾压混凝土坝 温度 徐变应力仿真分析的进展

  • Attraction Field-Sensor Field with Rotation Random Thermal Creep Stress Analysis of a Concrete Gravity Dam

    引力场&有旋的张量场重力坝的随机 徐变应力场研究

  • Set up in-phase and out-of-phase thermal fatigue model analyze the difference between them . Finally add the effects of creep factor analyze the combined effect of thermal fatigue and creep on crack growth .

    建立同相和异相热疲劳模型,分析两者的区别。最后,加入蠕变的影响因素,分析 疲劳和 蠕变共同作用对裂纹扩展的影响。

  • Analyzing Thermal Creep Stresses in Base Concrete Block Using Anisotropic Physical Parameters of Bed Rock

    用基岩各向异性热学参数分析混凝土基础块的 温度 徐变应力

  • Effect of Yttrium on the Thermal Stability and Creep Resistance of High Temperature Titanium Alloy

    钇对Ti-1100高温钛合金 稳定性和 蠕变 行为的影响

  • Failure Behavior of Thermal Barrier Coatings in Creep Environment

    高温 蠕变环境中的 热障涂层失效行为

  • Random Thermal Creep Stress Analysis of a Concrete Gravity Dam

    重力坝的随机 徐变应力场研究

  • Study on Crosslinking Characteristics of Vulcanizate and Its Molecular Chain Scission and Crosslink Break during Thermal Oxidative Aging with Creep Test

    利用 蠕变试验研究硫化胶 氧老化过程中的链键断裂和交联特性

  • Based on the theory of equivalent age and with the help of APDL offered by ANSYS software the research on thermal creep stress calculation of early-age concrete considering temperature effect on the modulus and creep is carried out .

    基于等效龄期理论,借助于ANSYS软件提供的APDL语言,进行考虑温度影响效应的混凝土早期 徐变应力 计算方法的研究。

  • Based on the concept of thermal activation of creep a constitutive equation is given to describe the creep behaviour of materials at elevated temperature .

    以蠕变过程中的 激活这一微观机理为基础,建立了 蠕变 曲线分析方程。

  • Effect of Slow Thermal Fatigue on Creep Property of Cr-Mo-V Ferrite Heat Resistance Steel

    慢速 循环对铬钼钒铁素体耐热钢 蠕变性能的影响

  • The first excursion reliability analysis of mass concrete structures influenced by random thermal creep stresses

    混凝土结构 温度 徐变应力的首次超越可靠度

  • Effect of height of second-stage cooling on concrete thermal creep stress

    二期冷却高度对混凝土 温度 徐变应力的影响

  • The analysis proves that the thermal creep must be taken into account in the calculation for the prestressed concrete structure subjected to fire .

    有限元分析表明对火灾下的预应力混凝土结构必须要考虑预应力钢筋的 高温 蠕变作用。

  • Two-dimension Thermal Elasto-plastic and Creep Stress Model for Thin Slab Strand in Continous Casting

    连铸薄板坯的二维 弹塑性 蠕变应力模型

  • Thermal elasto plastic creep contact analysis between turbine disk and blade

    涡轮叶片与涡轮盘 弹塑性 蠕变接触分析

  • The mechanical properties of bars such as tension thermal stability creep rupture and creep were tested .

    测试了复合材料棒材的拉伸、 稳定性、 持久和蠕变等力学性能。

  • Thermal - elastic and Creep Analysis of K-type Reaction Cylinders

    K式反应罐的 弹性及 蠕变分析

  • How to calculate thermal creep stress filed of early-age concrete considering temperature effect by ANSYS software .

    如何基于ANSYS软件平台进行考虑温度影响效应的混凝土结构早期 温度 徐变应力场的计算。

  • The slip coefficient Cm the thermal creep coefficient Cs and the temperature jump coefficient Ct are determined from the first approximation of the inner solution .

    滑移系数Cm, 蠕动系数Cs和温度跳跃系数Ct,做为待定量在内区解的一阶近似中定出。

  • 3-D FEM Analysis on Temperature Field and Thermal Creep Stresses Field in the Masonry Arc Dam

    砌石拱坝温度场和 温度 徐变应力场三维有限元分析

  • Thus in this paper a two-dimension thermal elasto-plastic and creep stress ( TEPC ) model for thin slab strand is developed .

    针对这一目的,文中建立了薄板坯连铸二维 弹塑性 蠕变应力(TEPC)模型。

  • Thermal field and thermal creep stress field were made of masonry arc dam by 3-D FEM .

    用三维有限元法对砌石拱坝进行了不稳定温度场和 温度 徐变应力场仿真分析。

  • It is also indicated that the main influencing factors of the prestressing loss of prestressed members at high temperature are the relaxation and creep of prestressed steel cable the thermal creep of concrete and the thermal expansion difference between steel cable and concrete .

    受高温作用的预应力构件产生附加预应力损失的主要因素有高温作用下预应力钢筋的松弛和蠕变、混凝土的 高温 徐变和钢筋与混凝土的热膨胀差。

  • Random Thermal Creep Stresses in Concrete Structures

    非平稳 温度 影响下混凝土结构的随机 徐变应力