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采用断裂力学方法研究钢的回火脆性
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作者 О.Н.Романив А.Н.Ткач 刘靖 《兵器材料科学与工程》 CAS 1981年第6期41-46,共6页
许多结构钢在500~550℃温度范围缓冷,或淬火后在该温度下回火时,钢中出现可逆回火脆现象,这是磷及其类似化合物(砷、锡等)发生偏析而影响晶界强度的一个明显的例证。一般,对这类脆性的研究都是连续测定其冲击韧性曲线。
关键词 断裂韧性试验 破断 断裂强度试验 材料试验 脆化 奥氏体化 奥氏体晶粒度 断口表面 回火时间 晶粒尺寸 晶粒度 晶粒规格 机械性能 力学性质
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Effect laws and mechanisms of different temperatures on isothermal tensile fracture morphologies of high-strength boron steel 被引量:1
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作者 刘佳宁 宋燕利 +1 位作者 路珏 郭巍 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第4期1191-1202,共12页
The fracture behaviour and morphologies of high-strength boron steel were investigated at different temperatures at a constant strain rate of 0.1 s-1 based on isothermal tensile tests. Fracture mechanisms were also an... The fracture behaviour and morphologies of high-strength boron steel were investigated at different temperatures at a constant strain rate of 0.1 s-1 based on isothermal tensile tests. Fracture mechanisms were also analyzed based on the relationship between microstructure transformation and continuous cooling transformation(CCT) curves. It is found that 1) fractures of the investigated steel at high temperatures are dimple fractures; 2) the deformation of high-strength boron steel at high temperatures accelerates diffusion transformations; thus, to obtain full martensite, a higher cooling rate is needed; and 3) the investigated steel has the best plasticity when the deformation temperature is 750 °C. 展开更多
关键词 high-strength boron steel fracture morphology isothermal tensile test
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Investigation on the Relationship between Specimen Width and Breaking Strength of Geotextile
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作者 商欣萍 储才元 《Journal of Donghua University(English Edition)》 EI CAS 2004年第4期90-94,共5页
The tensile properties of geotextile are analyzed with the boundary element method, with special emphasis put on the influence of specimen width on geotextile breaking strength. The theoretical and experimental result... The tensile properties of geotextile are analyzed with the boundary element method, with special emphasis put on the influence of specimen width on geotextile breaking strength. The theoretical and experimental results showed that narrow specimen would underestimate the tensile strength of the geotextile. During testing procedure, the lateral contraction of the specimen is the main reason that causes the breaking strength to be on the lower side. The theoretical results also indicate that the breaking strength of the geotextile would arrive at a fixed value when the specimen width is increased to a certain extent. 展开更多
关键词 GEOTEXTILE tensile properties breaking strength boundary element method.
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