C-HRA-5钢焊接接头高温短时拉伸及持久强度预测
High-temperature short-time tensile stress ruture strength prediction of C-HRA-5 steel welded joint
- 2021年51卷第9期 页码:13-19
DOI: 10.7512/j.issn.1001-2303.2021.09.03
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张肖龙, 杜华云, 卫英慧, 等. C-HRA-5钢焊接接头高温短时拉伸及持久强度预测[J]. 电焊机, 2021,51(9):13-19.
ZHANG Xiaolong, DU Huayun, WEI Yinghui, et al. High-temperature short-time tensile stress ruture strength prediction of C-HRA-5 steel welded joint[J]. 2021,51(9):13-19.
持久强度对于评价C-HRA-5钢焊接接头在复杂工况条件下的使用寿命具有极其重要的意义。通过不同温度下的高温短时拉伸试验,基于Larson-Miller参数,利用状态函数和全微分的特征,建立了C-HRA-5钢焊接接头持久强度预测的数学模型,外推10万小时的持久强度。结果表明:C-HRA-5钢焊接接头在650℃时强度和塑性最好,在700℃时呈现典型的微孔聚集性断裂,随着温度的升高,第二相颗粒和夹杂物增多,位错的塞积群增多,焊接接头的力学性能降低。700℃时外推拟合公式为lgσ=2.760 18-0.131 51 lgτ,外推10万小时的持久强度为σ,10,5,973,=116.020 3 MPa,高于ASME SA-213标准的要求。
The stress rupture strength is of great significance to evaluate the service life of the C-HRA-5 welded joint under complex working conditions. A mathematical model was established to predict the stress rupture strength based on the LarsonMiller(L-M) parameter formula through the high-temperature short-time tensile test at different temperatures, and the stress rupture strength of 100 000 hours was extrapolated. The results show that the welded joint of C-HRA-5 steel represents the best strength and plasticity at 650 ℃ at all service temperatures, and presents typical micropore aggregation fracture at 700 ℃. With the increase of temperature, the second phase precipitates in-crease, the dislocation pile-up increases, and the mechanical properties of the welded joint decrease. Based on L-M parameters and the characteristics of state function and total differential, a mathematical model is established to predict the stress rupture strength of C-HRA-5 steel welded joints. The extrapolated fitting formula is lgσ =2.760 18-0.131 51 lgτ at 700 ℃ and the lasting strength of 100 000 hours is σ,10,5,973,=116.020 3 MPa, higher than ASME SA-213 standard.
C-HRA-5钢持久强度Larson-Miller位错塞积
C-HRA-5 steelstress rupture strengthLarson-Millerdislocation pile-up
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