Simulation of thermal barrier coating spallation induced by the initiation/growth/coalescence of internal crack and interfacial crack based on a real image model

In the furnace cycle test, the growth of oxide film leads to the propagation and coalescence of multiple cracks near the interface, which should be responsible for the spallation of thermal barrier coatings (TBCs). A TBC model with real interface morphology is created, and the near-interface large pore is retained. The purpose of this work is to clarify the mechanism of TBC spallation caused by successive initiation, propagation, and linkage of cracks near the interface during thermal cycle. The dynamic growth of thermally grown oxide (TGO) is carried out by applying a stress-free strain. The crack nucleation and arbitrary path propagation in YSZ and TGO are simulated by the extended finite element method (XFEM). The debonding along the YSZ/TGO/BC interface is evaluated using a surface-based cohesive behavior. The large-scale pore in YSZ near the interface can initiate a new crack. The ceramic crack can propagate to the YSZ/TGO interface, which will accelerate the interfacial damage and debonding. For the TGO/BC interface, the normal compressive stress and small shear stress at the valley hinder the further crack propagation. The growth of YSZ crack and the formation of through-TGO crack are the main causes of TBC delamination. The accelerated BC oxidation increases the lateral growth strain of TGO, which will promote crack propagation and coalescence. The optimization design proposed in this work can provide another option for developing TBC with high durability.     

镁合金网格壁板压弯成形数值模拟及实验研究

为探索镁合金整体壁板压弯成形的可行性,以及镁合金壁板压弯成形过程中金属的流动规律,对AZ31镁合金网格壁板压弯成形进行了数值模拟和实验研究。建立了有限元数值模拟的几何模型,采用有限元计算软件对AZ31镁合金网格壁板压弯成形过程进行了数值模拟研究,分析了镁合金网格壁板压弯成形中的温度场、应变场、应力场、破坏系数等的分布规律。确定了合适的AZ31镁合金壁板压弯成形工艺参数,并对镁合金网格壁板压弯成形进行了实验研究,获得了合格的镁合金网格壁板弯曲件,并分析了镁合金网格壁板成形件尺寸精度,模拟结果与实验结果相吻合,最大相对误差为16.7%。     

User idea implementation in open innovation communities: Evidence from a new product development crowdsourcing community

In collaborative crowdsourcing communities for open innovation, users generate and submit ideas as idea co‐creators. Firms then select and implement valuable ideas for new product development. Despite the popularity and success of these open innovation communities, relatively little is known about the factors that determine the implementation of the user‐generated ideas. Based on research on individual creativity, we propose a conceptual model integrating users' previous experience, idea presentation characteristics and feedback valence to explain the likelihood of idea implementation. We validate our research model with a panel data analysis of 43 550 ideas submitted by 16 360 users in the MIUI new product development community hosted by Xiaomi, a large electronics manufacturing company in China. We find an inverted U‐shaped relationship between users' past successful experience and idea implementation. Furthermore, the length of ideas is positively associated with the likelihood of idea implementation. There is also an inverted U‐shaped relationship between supporting evidence and idea implementation. Finally, we demonstrate the negative effect of positive feedback and the positive effect of negative feedback on idea implementation. These findings offer rich insights to understand the phenomenon of open innovation better. Theoretical and practical implications are discussed.     

基于概率分析的核电传热管降质失效评估方法研究

发展核电是国家能源安全战略的重要组成部分，核电安全是对核电事业发展的最基本要求。依据核电传热管的检测历史数据和专家数据，利用全概率理论和Bayes公式提出了对传热管降质完整性评估的概率计算方法。通过对应力腐蚀、疲劳损伤等影响因素的分析，实现了在不同应力腐蚀和疲劳损伤条件下对传热管降质分布的概率计算。该评估方法可以将多个影响因素共同作用的复杂问题，简化为单个影响因素的逐一修正问题，简化了计算和处理方法。该方法可为核电蒸汽发生器传热管的降质概率评估提供借鉴。     

Time dependent failure probability estimation of the solid oxide fuel cell by a creep-damage related Weibull distribution model

In present paper, a new model is proposed and embedded into the finite element software ABAQUS to estimate the time dependent failure probability of the solid oxide fuel cell stack. The results show that sealant is the potential failure region of the solid oxide fuel cell stack, while the failure probability of the anode, electrolyte and cathode are very small within the operation time of 50,000 h. The creep and damage distribution of the components reflect that the proposed model can reasonably predict the time dependent failure probability of the solid oxide fuel cell stack. Increasing either the characteristic strain, Weibull modulus or decreasing the operating temperature can decrease the failure probability of the SOFC stack. For the sealant, to ensure the high temperature integrity of the SOFC stack, the characteristic strain should be larger than 0.01 or Weibull modulus should be higher than 8.0 under the operating temperature of 600 °C.     

煤体破裂分形特征与声发射规律研究

探究离散性影响下煤体力学行为演化机制及失稳预测方法是有效提高冲击地压预测准确性的关键，开展煤受载破坏声发射监测试验并对破碎块体筛分统计，获得了强度、块体分形特征、声发射信号规律及其相互关系。研究结果表明:受裂隙及夹矸等影响煤体内部形成承载结构缺陷区导致其强度具有显著离散性，含有夹矸或裂隙越多，煤体受载过程弹性区越短承载能力越低，破碎后完整性较高，峰后软化特征明显，煤体单轴压缩破坏块度分形维数为2.08~2.60略高于岩石，碎块分形维数随峰值应力增加而升高，将质量频率分布曲线的斜率定义为碎块密集度(k)，碎块密集度越小煤体分形维数越大，破碎块体的数目越多体积越小破碎程度越高;煤体受载过程声发射能量、信号密集度和能量累积量随强度正相关变化，声发射累积量正比于分形维数，结合试验统计结果，深入分析了声发射能量与分形维数间的内在联系，并建立了声发射累积总能量随分形维数变化的经验公式，研究成果为定量的分析声发射信号与煤体力学行为间相互关系提供指导。     

Test sample allocation method for testability verification test

An extended failure mode effect and criticality analysis (FMECA)-based sample allocation method for testability verification is presented in this study to deal with the poor representativeness of test sample sets and the randomness of the testability evaluation results caused by unreasonable selection of failure samples. First, the fault propagation intensity is introduced as part of the extended information of FMECA, and the sample allocation impact factors of component units and failure modes are determined under this framework. Then, the failure mode similarity and impact factor support are defined, and the game decision method for weighing the relationship between similarity and support is proposed to obtain the weight of failure mode impact factor. Finally, a two-step allocation framework of test samples is formulated to realize the sample allocation of component units and failure modes. This method is applied to the testability verification test of a launch control system. Results show that this method can obtain more representative test samples compared with the traditional sample allocation method while effectively reducing randomness of single testability evaluation result.     

地质灾害引发管道失效的应变分析

近年来很多基于应力设计的管道,在地质灾害等因素作用下,承受了超出设计条件的塑性变形,有的甚至引发了失效事故。对这些事故进行失效分析时,参考基于应力的准则,往往无法获得客观的结论。针对该问题,以某天然气管道环焊缝断裂的失效事故为例,以基于应变的准则,分析地层运动作用下的管道环焊缝的失效行为。结果表明,管道环焊缝在地层运动引发位移控制荷载的作用下发生了破坏。通过测量管道变形量,使用应变准则进行失效分析,可以定量获得管道失效环焊缝的临界应力及应变分析结果。     

某G105钻杆管体刺穿失效原因分析

针对某井G105钻杆管体刺穿失效问题，通过化学成分分析、力学性能测试、金相检测、扫描电镜（SEM）等手段，对该失效钻杆管体刺穿失效原因进行综合分析。结果表明，钻杆管体刺穿的主要原因是在交变载荷作用和Cl-作用下，钻杆外表面腐蚀坑底的裂纹萌生并加速扩展，当裂纹扩展穿透整个壁厚时，高压钻井液从内孔刺出，形成冲蚀，导致管体刺穿失效。最后指出，应加强对同批钻杆的无损探伤检验，避免带腐蚀疲劳微裂纹的钻杆下井使用。     

Case history on failure of a 67 M tall reinforced soil slope

Construction of this 67 m high RSS was completed in December 2006. After seven years in-service, a tension crack was observed at the top of the slope. In March 2015 this RSS structure catastrophically collapsed. This RSS structure collapsed in a compound failure mode; as the failure plane passed beneath, partially behind, and partially through the reinforced soil mass. The failure plane beneath the RSS was along a shale-claystone interface. The failure surface partially behind the RSS was along sandstone bedrock with water-seeping bedding planes dipping out of the rock mass. The failure surface through the upper portion of the RSS is where the geogrid reinforcement was overwhelmed by stresses originating from underlying deformation. The RSS collapse occurred after 8.3 years in-service as the shear strength along the shale-claystone interface decreased and approached the fully softened strength. The primary causative factors of this failure are: (i) an insufficient subsurface investigation program and interpretation of data for design and detailing; (ii) insufficient specifications and construction plan details for both foundation preparation and rock backcut benching; (iii) insufficient foundation preparation and rock backcut benching during construction; and (iv) adaptations to the design made during construction.