摘要
The creep crack growth (CCG) behavior and loading mode coupled with the initial small cracks distributed within the weldments play critical roles in the failure mode of thick-walled welded pipe at elevated temperature, which has not been revealed yet. In order to achieve this, a P91 welded pipe was selected as an example by considering the localized material inhomogeneity and geometry discontinuity of the weldment at 650 °C. In addition, the Liu-Murakami creep damage model was adopted and applied to the finite element (FE) analyses of P91 welded pipe with varied pre-defined initial small cracks within the weldment. The effects of pre-cracks lengths, locations, as well as loading modes (i.e., maximum end-load and closed end-load) were comprehensively and systematically evaluated, leading to the establishment of the fracture envelops for thick-walled welded pipe at elevated temperature. The key findings of this work are capable to provide a guidance for on-site health monitoring, maintenance, and remaining life assessment of in-service thick-walled welded pipe used in power plant at elevated temperature.
源语言 | 英语 |
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文章编号 | 110296 |
期刊 | Engineering Fracture Mechanics |
卷 | 307 |
DOI | |
出版状态 | 已出版 - 22 8月 2024 |