Deformation behavior and creep properties of Co-Al-W-based superalloys: A review

Co-Al-W-based superalloys may become a next generation of high-temperature structural materials used in the hot-section of gas turbine because of the discovery of γ′-strengthening mechanism. The current understanding of deformation behavior and creep properties of Co-Al-W-based superalloys is reviewed in this study. It is found that the Co-Al-W-based superalloys have strong anomalous yield stress behavior and better creep properties, making it as an attractive candidate for high-temperature structural material. The relationship between deformation/creep microstructure and the properties of the alloys needs to be further clarified, which can provide deeper theoretical guidance for further composition design, optimization of heat treatment processes, and guidance of alloy service.     

Effect of temperature and stress on high temperature creep behavior of Ni3Al-based single crystal superalloy

The creep behavior and dislocations mechanism of the Ni₃Al-based single crystal alloy IC6SX with [001] orientation were investigated under the testing conditions of 1100 ?°C/137 ?MPa, 1100 ?°C/120 ?MPa and 1070 ?°C/137 ?MPa. It was observed that the temperature and stress had a significant effect on the high temperature creep life of the single crystal alloy. As the temperature was reduced from 1100 ?°C to 1070 ?°C, the creep life increased from 65.07 ?h to 313.8 ?h. As the stress was reduced to 120 ?MPa, the creep life increased to 243.3 ?h. Under the high temperature and low stress condition the dislocations entered the γ′ phase by climbing caused by the atomic diffusion, instead of slipping.     

考虑时间效应的高回填场地不同桩顶荷载基桩受力特性分析

由于基桩在高回填场地的应用不可或缺,考虑在其使用过程中高回填土的蠕变特性对基桩力学特性的影响,利用有限差分软件FLAC3D,并考虑时间效应,对填土厚度为10m,桩径为1m,嵌岩深度为3m的基桩进行桩顶荷载分别为0、0.5MPa、1Mpa、2Mpa、3Mpa和5Mpa的数值模拟分析,得到不同桩顶荷载作用下基桩的受力和变形特征。研究结果表明：桩周填土沉降随时间呈现先加速增加后逐渐趋于平衡的趋势,不同桩顶荷载作用下桩顶位移随时间的变化速率滞后于桩周填土的沉降变形速率;在桩周填土蠕变初期,桩身最大内力加速发展,而桩端阻力在此段时期的增长并没有出现加速增长;随着填土蠕变进入中后期,桩端阻力加速发展,桩侧摩阻力向桩端阻力转移;待桩周填土蠕变稳定后,桩身最大轴力与桩顶荷载呈现正相关,但是桩身轴力附加值随桩顶荷载的增加而减小;增加桩顶荷载桩,桩端阻力及其附加值也随之增大。该研究可为高填土场地桩基的设计施工提供参考。     

Influence of minor boron on the microstructures of a second generation Nibased single crystal superalloy

Boron is added into single crystal superalloys as a micro-alloying element to strengthen low angle grain boundaries.However,systematic investigations on the effect of boron on microstructures of single crystal superalloys are limitedly reported.The effect of boron on as-cast and heat-treated microstructures was investigated in two experimental Ni-based single crystal superalloys containing 3 wt% Re.The current results indicated that the volume fraction of(γ+γ′)eutectic and M_3B_2 borides was evidently increased,while the number of micropores was evidently decreased with the addition of 0.02 wt% boron.The(γ+γ′)eutectic could not be dissolved completely due to the lower incipient melting temperature caused by the formation of M_3B_2 borides.Meanwhile,the M_3B_2 borides were found to be enriched with indispensable strengthening elements Cr,Mo,W and Re,and this may lower the strengthening effect and cause stress concentration during high temperature creep.     

火电厂主蒸汽管道的弹性蠕变损伤本构模型研究

针对火电厂中蒸汽管道与汽包类承压部件用耐热钢,在承受高温高压时发生弹性蠕变损伤问题,给出完整的损伤本构描述,建立起唯象学蠕变损伤理论。在这里主要提出耐热钢的弹性蠕变损伤本构模型,建立起相应的数值变分原理以及有限元离散化形式,从而形成完整的数值变分方法。     

挛缩膝关节髌韧带应力松弛及蠕变特性的实验研究

探讨兔挛缩膝关节髌韧带的应力松弛和蠕变特性。通过将兔膝关节伸直位制动６周,复制伸直型挛缩膝关节动物模型,然后分别在３７℃、４２℃的条件下,对正常组和制动组髌韧带行应力松弛和蠕变试验。正常组和制动组髌韧带均表现出较明显的应力松弛和蠕变现象;无论是正常组还是制动组,３７℃与４２℃之间髌韧带的最大应力松弛率和最大蠕变率均无显著性差异（Ｐ＞０．０５）,制动组４２℃髌韧带的最大蠕变率较正常组４２℃有显著性增加（Ｐ＜０．０１）。１．髌韧带的这种应力松弛和蠕变特性从机制上解释了牵引、夹板等疗法在挛缩关节康复治疗中的有效性;２．３７℃和４２℃的温差对髌韧带的最大应力松弛率和最大蠕变率均无显著影响     

主蒸汽管道寿命评估方法的发展现状

综述了国内外迄今提出的关于主蒸汽管道在运行工况下寿命评估的主要方法与作者近年来提出的《蠕变相对变形量判废新准则》、《蠕变损伤强度判废新准则》和《蠕变微孔洞扩张损伤量判废标准》等最新成果。     

天然气水合物藏井眼蠕变缩径研究

天然气水合物作为储量丰富的清洁能源备受世界各国的关注,但水合物储层的不稳定性使得其钻井和开采都存在困难.当井眼钻开后,水合物储层的蠕变特性会造成井眼缩径,进而影响水合物井的钻井安全.对冻土水合物地层在井眼钻开后的井眼缩径进行分析.结果表明:缩径发生时井眼不同方位地层将以不同速率进行缩径,但随着时间的增加,不同方位处的缩径速率趋于相同;随着水合物层埋深的增加,井眼的蠕变量将呈近线性增加;井眼的蠕变缩径速率将随着地应力非均匀性的增大而增大;随着水合物饱和度的增加,井眼的缩径速率降低.研究结果可为水合物地层钻井液密度的选取提供理论依据.     

悬臂施工周期对PC连续梁桥成桥后徐变效应的影响分析

PC连续梁桥常采用悬臂浇注的方法施工。由于受各种因素的影响,使其节段施工的周期会存在一定差异,从而影响成桥后梁体的徐变效应。本文结合一座铁路连续梁桥的施工过程,通过有限元建模分析探讨了悬臂施工节段的施工周期对连续梁桥成桥后徐变效应的影响,得出对于连续梁施工具有参考意义的几点结论。     

热塑性高分子薄膜蠕变模型的研究

在研究热塑性聚物变应力拉伸蠕变过程的基础上,应用BOLTZMANN原理对MAXWELL-VOIGT粘性模型进行了改进,建立新的蠕变模型及数据处理软件。实验证明此模型可以较好地应用于PVC薄膜拉伸蠕变试验研究中。