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Independent dislocation space model for synchronous improvement of strength and plasticity in fcc metals 被引量:1
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作者 Rui Liu Keqiang Li +3 位作者 Zhenjun Zhang Zhan Qu Peng Zhang Zhefeng Zhang 《Journal of Materials Science & Technology》 2025年第21期239-244,共6页
Strength and plasticity of metallic structural materials are the fundamental indicators of the service reliability[1].However,as is well known,a general trade-offrelationship exists between strength and plasticity of ... Strength and plasticity of metallic structural materials are the fundamental indicators of the service reliability[1].However,as is well known,a general trade-offrelationship exists between strength and plasticity of metallic materials,making it difficult to improve both of them synchronously[2].At present,only few of the successful cases[3-8],achieved via nano-particles[7],heterogeneous microstructures[8],etc.are mostly limited to some specific materials or processes. 展开更多
关键词 metallic materialsmaking nanoparticles strength heterogeneous microstructures trade off strength plasticity plasticITY metallic structural materials
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Synergistic enhancement of strength and plasticity in CoCrFeNiMn high-entropy alloys by novel core−shell microstructure design
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作者 Chong-yang LIU Xiao-song JIANG +2 位作者 Hong-liang SUN Zi-xuan WU Liu YANG 《Transactions of Nonferrous Metals Society of China》 2025年第10期3428-3442,共15页
The novel core−shell SiC@CoCrFeNiMn high-entropy alloy(HEA)matrix composites(SiC@HEA)were successfully prepared via mechanical ball milling and vacuum hot-pressing sintering(VHPS).After sintering,the microstructure wa... The novel core−shell SiC@CoCrFeNiMn high-entropy alloy(HEA)matrix composites(SiC@HEA)were successfully prepared via mechanical ball milling and vacuum hot-pressing sintering(VHPS).After sintering,the microstructure was composed of FCC solid solution,Cr_(23)C_(6) carbide phases,and Mn_(2)SiO_(4) oxy-silicon phase.The relative density,hardness,tensile strength,and elongation of SiC@HEA composites with 1.0 wt.%SiC were 98.5%,HV 358.0,712.3 MPa,and 36.2%,respectively.The core−shell structure had a significant deflecting effect on the cracks.This effect allowed the composites to effectively maintain the excellent plasticity of the matrix.As a result,the core−shell SiC@HEA composites obtained superior strength and plasticity with multiple mechanisms. 展开更多
关键词 high-entropy alloy SiC nanoparticles microstructure design core−shell structure tensile properties strength and plasticity synergy
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High-Strength and High-Plasticity TWIP Steel for Modern Vehicle 被引量:26
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作者 Zhenli MI Di TANG +1 位作者 Ling YAN Jin GUO 《Journal of Materials Science & Technology》 SCIE EI CAS CSCD 2005年第4期451-454,共4页
In this paper new high-strength and high-plasticity twinning induced plasticity (TWlP) steel for modern automobile body was investigated. Some basic experimental results were given. The results indicate the TWlP ste... In this paper new high-strength and high-plasticity twinning induced plasticity (TWlP) steel for modern automobile body was investigated. Some basic experimental results were given. The results indicate the TWlP steel has excellent properties. It exhibits high ultimate tensile strength (600,--1100 MPa) and extremely large elongation of 60% to 90%.In the future it would be capable of satisfying the requirements of new generation of vehicle. 展开更多
关键词 TWIP steel strength plasticITY
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Examining the effect of the aging state on strength and plasticity of wrought aluminum alloys 被引量:1
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作者 Z.Qu Z.J.Zhang +5 位作者 J.X.Yan P.Zhang B.S.Gong S.L.Lu Z.F.Zhang T.G.Langdon 《Journal of Materials Science & Technology》 SCIE EI CAS CSCD 2022年第27期54-67,共14页
A general rule of strength and plasticity was proposed for three typical wrought Al alloys(2xxx,6xxx,and 7xxx)subjected to different aging times.Investigations of the work-hardening processes and dislocation configura... A general rule of strength and plasticity was proposed for three typical wrought Al alloys(2xxx,6xxx,and 7xxx)subjected to different aging times.Investigations of the work-hardening processes and dislocation configurations in tensile and compressive testing reveal that this general rule arises because there is a common mechanism for these three kinds of wrought alloys whereby the tendency for cross-slip increases monotonously with aging time.By analyzing the strain hardening exponent and the stacking fault energy,it is demonstrated that the change in the dislocation slip mode is attributed mainly to the formation of second phases rather than to the matrix composition.Accordingly,a new work-hardening model was proposed for wrought Al alloys containing second phases and this explains the interaction between dislocations and second phases and other relevant experimental phenomena.This work is therefore beneficial for quantitatively investigating and optimizing the strength and plasticity of wrought aluminum alloys. 展开更多
关键词 Wrought aluminum alloy strength and plasticity Work hardening Dislocation slip mode Second phase
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Revisiting the Bjerrum's correction factor:Use of the liquidity index for assessing the effect of soil plasticity on undrained shear strength 被引量:3
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作者 Kamil Kayabali Ozgur Akturk +2 位作者 Mustafa Fener Orhan Dikmen Furkan Hamza Harputlugil 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2015年第6期716-721,共6页
The undrained shear strength (su) of fine-grained soils that can be measured in situ and in laboratory isone of the key geotechnical parameters. The unconfined compression test (UCT) is widely used in laboratoryto... The undrained shear strength (su) of fine-grained soils that can be measured in situ and in laboratory isone of the key geotechnical parameters. The unconfined compression test (UCT) is widely used in laboratoryto measure this parameter due to its simplicity; however, it is severely affected by sampledisturbance. The vane shear test (VST) technique that is less sensitive to sample disturbance involves acorrection factor against the soil plasticity, commonly known as the Bjerrum's correction factor, m. Thisstudy aims to reevaluate the Bjerrum's correction factor in consideration of a different approach and arelatively new method of testing. Atterberg limits test, miniature VST, and reverse extrusion test (RET)were conducted on 120 remolded samples. The effect of soil plasticity on undrained shear strength wasexamined using the liquidity index instead of Bjerrum's correction factor. In comparison with the resultobatined using the Bjerrum's correction factor, the undrained shear strength was better representedwhen su values were correlated with the liquidity index. The results were validated by the RET, whichwas proven to take into account soil plasticity with a reliable degree of accuracy. This study also showsthat the RET has strong promise as a new tool for testing undrained shear strength of fine-grained soils. 展开更多
关键词 Soil plasticity Undrained shear strength Bjerrum's correction factor Vane shear test(VST) Reverse extrusion test(RET)
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Effect of Plastic Deformation and H_2S on Dynamic Fracture Toughness of High Strength Casing Steel 被引量:1
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作者 曾德智 ZHANG Naiyan +3 位作者 TIAN Gang HU Junying ZHANG Zhi SHI Taihe 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2015年第2期397-403,共7页
The effects of plastic deformation and H2 S on fracture toughness of high strength casing steel(C110 steel) were investigated. The studied casing specimens are as follows: original casing, plastic deformation(PD)... The effects of plastic deformation and H2 S on fracture toughness of high strength casing steel(C110 steel) were investigated. The studied casing specimens are as follows: original casing, plastic deformation(PD) casing and PD casing after being immersed in NACE A solution saturated with H2S(PD+H2S). Instrumented impact method was employed to evaluate the impact behaviors of the specimens, meanwhile, dynamic fracture toughness(JId) was calculated by using Rice model and Schindler model. The experimental results show that dynamic fracture toughness of the casing decreases after plastic deformation. Compared with that of the original casing and PD casing, the dynamic fracture toughness decreases further when the PD casing immersed in H2 S, moreover, there are ridge-shaped feature and many secondary cracks present on the fracture surface of the specimens. Impact fracture mechanism of the casing is proposed as follows: the plastic deformation results in the increase of defect density of materials where the atomic hydrogen can accumulate in reversible or irreversible traps and even recombine to form molecular hydrogen, subsequently, the casing material toughness decreases greatly. 展开更多
关键词 sour gas fields high strength casing C110 steel plastic deformation H2S fracture toughness
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Influence of pre- plastic deformation on thermal residual stress and yield strength of SiC_w/Al composites 被引量:1
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作者 姜传海 王德尊 姚忠凯 《中国有色金属学会会刊:英文版》 CSCD 2000年第3期393-396,共4页
With a micro mechanical model, the feasibility of modification of thermal residual stress of the composites treated by tensile pre plastic deformation was analyzed. The relationship between pre plastic strain and vari... With a micro mechanical model, the feasibility of modification of thermal residual stress of the composites treated by tensile pre plastic deformation was analyzed. The relationship between pre plastic strain and variation of thermal residual stress was established. By using the method of tensile pre plastic deformation, the thermal residual stress in 20%SiC w/6061Al composites was modified. The results show that, with increasing tensile pre plastic strain, the tensile residual stress in the matrix was decreased to zero gradually, and then it was turned into compressive stress. By comparison, it was found that the changing tendency of the test results is similar to that of theoretical analysis. In addition, due to pre plastic deformation, the dislocation density in the matrix was increased, and the yield strength of the composites was improved. The increasing yield strength is mainly due to the decreasing tensile residual stress and the changing of distribution of dislocation in the matrix. 展开更多
关键词 SIC w/Al PRE plastic deformation RESIDUAL stress YIELD strength
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Three-step learning strategy for designing 15Cr ferritic steels with enhanced strength and plasticity at elevated temperature
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作者 Xiaobing Hu Yiming Chen +7 位作者 Jianlin Lu Chen Xing Jiajun Zhao Qingfeng Wu Yuhao Jia Junjie Li Zhijun Wang Jincheng Wang 《Journal of Materials Science & Technology》 SCIE EI CAS CSCD 2023年第33期79-94,共16页
15Cr ferrite steels are urgently required in advanced Ultra-supercritical power plants but meet design challenges in balancing excellent strength and plasticity at high temperatures.We developed a three-step learning ... 15Cr ferrite steels are urgently required in advanced Ultra-supercritical power plants but meet design challenges in balancing excellent strength and plasticity at high temperatures.We developed a three-step learning strategy based on mutually driven machine learning and purposeful experiments to complete this multi-objective task.Compared with traditional adaptive learning and local-interpolation learning,this step-by-step modular manner provides good transparency and interpretability of the information flow,which is ensured by identifying essential factors from an exquisitely prepared composition-microstructure dataset,and learning valuable knowledge about the composition-property relationship.The requirement of only two groups of experiments indicates the low cost and high efficiency of the strategy.Performing the strategy,we found that Ti is another key element affecting the Laves phase besides Mo and W,and their effects on ultimate tensile strength(UTS)and elongation were also uncovered.Importantly,several low-cost steels free of Co were successfully designed,and the best steel exhibited 156%,31%,and 62%higher UTS and elongation at 650°C than the typical 9Cr,15Cr,and 20Cr steels,respectively.Based on the advantages and success of the strategy in terms of alloy improvement,we believe the strategy suits other multi-objective design tasks in more materials systems. 展开更多
关键词 15Cr ferrite steels Machine learning Multi-objective design strength and plasticity trade-off
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Effect of Flaky Plastic Particle Size and Volume Used as Partial Replacement of Gravel on Compressive Strength and Density of Concrete Mix
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作者 Stanley O. Osubor Kamoru A. Salam Taiwo M. Audu 《Journal of Environmental Protection》 2019年第6期711-721,共11页
Common ways of disposing waste plastic such as incineration and landfilling have negative impacts on the environment. Partial replacement of natural aggregate in concrete with waste plastic including polyethylene tere... Common ways of disposing waste plastic such as incineration and landfilling have negative impacts on the environment. Partial replacement of natural aggregate in concrete with waste plastic including polyethylene terephthalate (PET) is more environmental friendly and sustainable. The effect of adding 5% to 20% waste plastic by volume of natural coarse aggregate (“gravel”) and plastic particle size (3 to 7 mm) on the density and compressive strength of plastic-concrete mix after 28 days of curing was studied. The results showed that density of the concrete decreased from 2406.7 to 2286.7 kg/m3 as waste plastic increased from 5% to 20% v/v compared with 2443.3 kg/m3 recorded by concrete without waste plastic. Change in particle size from 3 to 7 mm has no significant effect on the density of the plastic-concrete mix. The compressive strength decreased as the volume and particle size of waste plastic increased. When waste plastic volume changed from 5% to 20% v/v, the compressive strength decreased from 20.5 to 15 MPa, 18.6 to 14.3 MPa and 17.2 to 13.8 MPa for 3, 5 and 7 mm waste plastic particle size respectively while the concrete without plastic has 21.33 MPa. Therefore, the addition of 5% (v/v gravel) of flaky waste plastic in the concrete produces a lightweight concrete which could offer economic benefit without substantially reducing the compressive strength of the plastic-concrete mix. 展开更多
关键词 Flaky plastic COMPRESSIVE strength DENSITY GRAVEL Particle Size plastic-Concrete MIX
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Effect of Fibre Packing on Random Variability of Compressive Strength of Unidirectional Carbon Fibre Reinforced Plastic
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作者 XU Dong HUANG Jin’e +1 位作者 ZHANG Li ZHANG Shufeng 《Journal of Donghua University(English Edition)》 EI CAS 2019年第1期62-66,共5页
Compression tests on twenty unidirectional(UD) carbon fibre reinforced plastic(CFRP) specimens are conducted, the statistics on the measured compressive strength is calculated, and the fracture surface is characterize... Compression tests on twenty unidirectional(UD) carbon fibre reinforced plastic(CFRP) specimens are conducted, the statistics on the measured compressive strength is calculated, and the fracture surface is characterized. Two types of different fracture surface are experimentally observed, and they are corresponding to very different values on the compressive strength. A finite element(FE) analysis is conducted to investigate the influence of random fibre packing on the compressive strength. And a riks method(provided in ABAQUS software) is applied in FE model to analyze fibre buckling behaviour in the vicinity of compressive failure. The FE analysis agrees well with the experimental observation on the two types of buckling modes and also the partition of compressive strength. It is clearly shown that the random fibre packing lays a significant influence on the random variability of compressive strength of CFRP. 展开更多
关键词 carbon FIBRE reinforced plastic(CFRP) COMPRESSIVE strength random variability FIBRE BUCKLING finite element(FE) reliability
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Elasto-plastic analysis of the surrounding rock mass in circular tunnel based on the generalized nonlinear unified strength theory 被引量:5
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作者 Huang Xiujie Zhang Jixun +2 位作者 Yang Ling Yang Shikou Wang Xingli 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2016年第5期819-823,共5页
The present paper aims to establish a versatile strength theory suitable for elasto-plastic analysis of underground tunnel surrounding rock. In order to analyze the effects of intermediate principal stress and the roc... The present paper aims to establish a versatile strength theory suitable for elasto-plastic analysis of underground tunnel surrounding rock. In order to analyze the effects of intermediate principal stress and the rock properties on its deformation and failure of rock mass, the generalized nonlinear unified strength theory and elasto-plastic mechanics are used to deduce analytic solution of the radius and stress of tunnel plastic zone and the periphery displacement of tunnel under uniform ground stress field. The results show that: intermediate principal stress coefficient b has significant effect on the plastic range,the magnitude of stress and surrounding rock pressure. Then, the results are compared with the unified strength criterion solution and Mohr–Coulomb criterion solution, and concluded that the generalized nonlinear unified strength criterion is more applicable to elasto-plastic analysis of underground tunnel surrounding rock. 展开更多
关键词 Circular tunnel Generalized Hoek–Brown strength criterion Generalized nonlinear unified strength CRITERION Intermediate principal stress Elasto-plastic stress and displacement
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Simultaneous improvement of strength and ductility in selective laser melted low Sc content Al-Mg-Mn-Sc-Zr alloy via aging treatment
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作者 Yong-kang CHEN Yao-xiang GENG +3 位作者 Xiao WANG Zhi-fa SHAN Zhi-jie ZHANG Hong-bo JU 《Transactions of Nonferrous Metals Society of China》 2025年第6期1729-1741,共13页
To improve the processability and mechanical properties of the selective laser melting(SLM)low Sc content Al−Mg−Sc−Zr alloy,Mn was used to partially replace Mg.The processability,microstructure,and mechanical properti... To improve the processability and mechanical properties of the selective laser melting(SLM)low Sc content Al−Mg−Sc−Zr alloy,Mn was used to partially replace Mg.The processability,microstructure,and mechanical properties of the SLM-fabricated Al−Mg−Mn−Sc−Zr alloy were systematically investigated by density measurement,microstructure characterization,and tensile testing.The results revealed that dense samples could be obtained by adjusting the SLM process parameters.The alloy exhibited a fine equiaxed-columnar bimodal grain microstructure.The presence of primary Al3Sc andα-Al(Mn,Fe)Si particles contributed to the grain refinement of the alloy with an average grain size of 4.63μm.Upon aging treatment at 350°C for 2 h,the strength and elongation of the alloy were simultaneously improved due to the precipitation of Al3Sc nanoparticles and the formation of the 9R phase.This study demonstrates that the strength−plasticity trade-off of the aluminum alloy can be overcome by utilizing SLM technology and subsequent post-heat treatment to induce the formation of the long-period stacked ordered phase. 展开更多
关键词 selective laser melting low Sc content Al−Mg−Mn−Sc−Zr alloy 9R phase Al_(3)Sc nanoparticle strengthplasticity trade-off
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金属材料强度-塑性及强度-电导率定量关系
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作者 张哲峰 侯嘉鹏 +3 位作者 刘睿 李孝滔 张振军 张鹏 《金属学报》 北大核心 2026年第2期253-262,共10页
金属材料强度-塑性、强度-电导率之间普遍存在相互制约关系。本文基于提出的独立位错空间模型,阐明了金属材料强度-塑性制约关系的本质,并受独立位错空间尺寸所控制,揭示了金属类型、合金成分、变形温度和应变速率是调控独立位错空间尺... 金属材料强度-塑性、强度-电导率之间普遍存在相互制约关系。本文基于提出的独立位错空间模型,阐明了金属材料强度-塑性制约关系的本质,并受独立位错空间尺寸所控制,揭示了金属类型、合金成分、变形温度和应变速率是调控独立位错空间尺寸的关键因素,而微观组织或晶粒尺寸分布对其影响有限。这一发现解释了在固定金属类型、合金成分及变形参数条件下,仅通过优化微观组织或晶粒尺寸难以实现强度与塑性同步提升的根本原因。基于单相合金中位错塞积的晶粒尺寸依赖性,建立了拉伸强度-均匀延伸率权衡模型,并在多种金属材料体系中得到实验验证。针对金属导线,通过分析晶界、取向和纳米析出相对位错塞积和电子散射的差异化作用,提出了金属导线高强-高导三原则:细长晶粒、硬取向织构和纳米相调控。基于上述原则,构建了强度-电导率定量关系模型,阐释了金属导线强度与电导率呈现协同提升、相互制约等典型现象的内在机制。最终,依据高强-高导三原则设计制备出突破现有强度-电导率制约关系的高性能导线。建立的金属材料强度-塑性、强度-电导率定量关系模型,可以高效指导金属材料选材、成分设计及微观组织工艺控制,保证构件服役安全性。 展开更多
关键词 金属材料 强度 塑性 电导率 位错 晶界 析出相
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橡胶油碳型结构对塑胶跑道性能的影响
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作者 刘妍 刘佳 +3 位作者 王毅 胡玉华 毛瑞云 吐伟 《橡胶科技》 2026年第2期89-94,共6页
以环烷基基础油和石蜡基基础油以不同比例调制橡胶油,研究橡胶油碳型结构对塑胶跑道性能的影响。结果表明:橡胶油中的环烷烃含量越大,塑胶跑道的拉伸强度和冲击强度越大,耐老化性能提高;橡胶油中的链烷烃含量越大,胶料的质量流动速率越... 以环烷基基础油和石蜡基基础油以不同比例调制橡胶油,研究橡胶油碳型结构对塑胶跑道性能的影响。结果表明:橡胶油中的环烷烃含量越大,塑胶跑道的拉伸强度和冲击强度越大,耐老化性能提高;橡胶油中的链烷烃含量越大,胶料的质量流动速率越高;橡胶油碳型结构对苯乙烯-乙烯-丁烯-苯乙烯嵌段共聚物和三元乙丙橡胶塑胶跑道的耐磨性能的影响差异较大。 展开更多
关键词 橡胶油 碳型结构 塑胶跑道 拉伸强度 冲击强度 耐磨性能
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汽车用Mg-Mn-Al细晶镁合金低温轧制强韧化机理
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作者 邓剑锋 孔凡校 《锻压技术》 北大核心 2026年第3期155-164,共10页
采用离心铸造制坯和低温轧制工艺,制备出抗拉强度为382 MPa、伸长率为20.2%的高强韧镁合金板材。显微组织与织构演变分析表明,多系孪晶协调变形与位错滑移的协同作用有效改善了材料的塑性成形能力,并抑制了加工开裂倾向。孪晶界作为优... 采用离心铸造制坯和低温轧制工艺,制备出抗拉强度为382 MPa、伸长率为20.2%的高强韧镁合金板材。显微组织与织构演变分析表明,多系孪晶协调变形与位错滑移的协同作用有效改善了材料的塑性成形能力,并抑制了加工开裂倾向。孪晶界作为优先形核位置,促进了再结晶晶粒细化,吸收了位错滑移能量,同步提升了合金强塑性。Al_(8)Mn_(5)纳米析出相的Orowan强化机制可以有效阻碍位错运动,与细晶强化、孪晶强化共同作用,提高了低温轧制Mg-Mn-Al镁合金的综合力学性能。低温大应变轧制可降低汽车结构件用镁合金板材的生产成本,有助于推动镁合金在汽车轻量化领域的广泛应用。 展开更多
关键词 汽车轻量化 Mg-Mn-Al镁合金 离心铸造 低温轧制 强塑性
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中锰钢残余奥氏体稳定性调控的研究进展
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作者 李帅 朱晴 +1 位作者 陈起 高军恒 《河北冶金》 2026年第1期17-23,共7页
中锰钢作为第三代先进高强钢的典型代表,凭借兼具高强度与高塑性的优异力学性能,已成为国内外材料领域研究者和工程技术人员的重点关注对象,在高端装备、汽车制造等关键领域展现出广阔应用前景。其优异的强塑性主要依赖于残余奥氏体(残... 中锰钢作为第三代先进高强钢的典型代表,凭借兼具高强度与高塑性的优异力学性能,已成为国内外材料领域研究者和工程技术人员的重点关注对象,在高端装备、汽车制造等关键领域展现出广阔应用前景。其优异的强塑性主要依赖于残余奥氏体(残奥)在变形过程中的相变诱导塑性(TRIP)效应,而宽应变范围内持续的TRIP效应取决于残奥稳定性的有效调控。从成分调控、晶粒尺寸调控和形貌调控3个方面综述了近年来中锰钢中残奥稳定性调控的研究进展,并提出了面向高性能中锰钢的残奥稳定性调控策略。研究表明,通过合理的成分设计、晶粒尺寸调控与热处理工艺优化,可精准调控残奥的成分、形貌、尺寸、体积分数及其稳定性,从而提升中锰钢综合力学性能。然而,当前研究多局限于实验室条件,面向工业化应用的残奥稳定性调控仍面临精准控制难的技术瓶颈。未来亟需在锰分布定量控制、多相组织协同调控等方面开展深入研究,推动中锰钢在高端装备制造领域的工程化应用。 展开更多
关键词 中锰钢 强塑性 残余奥氏体 TRIP效应 晶粒尺寸 热处理工艺 变形机制
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高强吸能玻璃钢锚杆抗冲力学特性研究
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作者 唐治 于明丘 +1 位作者 施访 孟令健 《振动与冲击》 北大核心 2026年第5期229-236,共8页
为解决常规玻璃钢锚杆强度和延伸率低的问题,设计研发了一种在杆体尾部设有恒阻吸能装置的高强吸能玻璃钢锚杆。采用静载拉伸试验和ABAQUS数值模拟相结合的研究方法,研究了静载和不同冲击速度下高强吸能玻璃钢锚杆力学特性,并与常规玻... 为解决常规玻璃钢锚杆强度和延伸率低的问题,设计研发了一种在杆体尾部设有恒阻吸能装置的高强吸能玻璃钢锚杆。采用静载拉伸试验和ABAQUS数值模拟相结合的研究方法,研究了静载和不同冲击速度下高强吸能玻璃钢锚杆力学特性,并与常规玻璃钢锚杆力学性能进行了对比分析。结果表明,研发的高强吸能玻璃钢锚杆强度超过了660 MPa,在静载下的延伸率为5.16%,吸能量为15.54 kJ,分别为常规玻璃钢锚杆的2.66倍和2.55倍。冲击模拟结果表明,冲击速度在8 m/s内,高强吸能玻璃钢锚杆的延伸率、吸能量和抗冲时间均随冲击速度的增大有减小的趋势,但冲击速度对高强吸能玻璃钢锚杆延伸率和吸能量等指标的影响小于对常规玻璃钢锚杆的影响,抗冲时间明显优于常规玻璃钢锚杆。冲击速度对玻璃钢杆体的破断强度影响较小。研究成果为冲击地压巷道回采帮支护提供了新装备。 展开更多
关键词 冲击地压 高强吸能 玻璃钢锚杆 抗冲力学特性
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基于准晶结构设计的Ti基金属玻璃实现比强度与塑性的协同提升
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作者 蔡正清 李子敬 +2 位作者 冯士东 王利民 刘日平 《物理学报》 北大核心 2026年第2期15-21,共7页
在高性能结构材料的发展中,实现轻质、高强与良好塑性的平衡始终是材料设计的重要挑战.钛基金属玻璃因其极高的比强度而备受关注,但强度与塑性之间的固有矛盾长期限制了其应用潜力.本文基于前期由准晶Ti_(40)Zr_(40)Ni_(20)衍生的(Ti_(4... 在高性能结构材料的发展中,实现轻质、高强与良好塑性的平衡始终是材料设计的重要挑战.钛基金属玻璃因其极高的比强度而备受关注,但强度与塑性之间的固有矛盾长期限制了其应用潜力.本文基于前期由准晶Ti_(40)Zr_(40)Ni_(20)衍生的(Ti_(40)Zr_(40)Ni_(20))_(72)Be_(28)块体金属玻璃体系,通过引入少量Al元素实现了性能的协同优化.结果表明,((Ti_(40)Zr_(40)Ni_(20))_(72)Be_(28))_(97)Al_(3)块体金属玻璃的比强度高达5.34×10^(5) N·m/kg,创造了Ti基金属玻璃的新纪录,同时塑性应变达到了13%,突破了金属玻璃比强度-塑性的性能界限.结构分析表明,Al的微合金化有效继承并调控了源自准晶相的短程有序结构特征,从而实现了强度与塑性的协同提升.本研究为Ti基块体金属玻璃的成分设计及其在轻量化结构材料领域的应用提供了新的思路. 展开更多
关键词 钛基金属玻璃 比强度 塑性 微合金化
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纳米TiC颗粒增强316L不锈钢强度与塑性同步提升研究
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作者 徐原野 谢德巧 +3 位作者 吕非 周凯 沈理达 田宗军 《热加工工艺》 北大核心 2026年第2期106-112,116,共8页
316L不锈钢在各个工业领域应用广泛,但是其强度较低,因此提升其强度成为研究热点。将2wt%、4wt%纳米TiC颗粒添加至316L中,采用球磨工艺制备复合粉末,应用SLM成形复合样件。通过调控球磨和SLM成形工艺参数,获得TiC分布均匀、与基体结合... 316L不锈钢在各个工业领域应用广泛,但是其强度较低,因此提升其强度成为研究热点。将2wt%、4wt%纳米TiC颗粒添加至316L中,采用球磨工艺制备复合粉末,应用SLM成形复合样件。通过调控球磨和SLM成形工艺参数,获得TiC分布均匀、与基体结合牢固、近全致密的复合样件。结果发现,随着TiC的加入,晶粒平均尺寸显著减小,晶粒细化;随着TiC的加入,强度、硬度以及耐磨性能均有较大提高。SLM成形2wt%TiC/316L成形样件的抗拉强度为948 MPa,伸长率达到36.01%,相比于SLM成形316L样件分别提升42.6%和79.7%,表明2wt%TiC/316L样件能实现强度与塑性的同步提升,研究结果可为SLM成形颗粒增强金属基复合材料实现强度与塑性同步提升提供方法。 展开更多
关键词 增材制造 激光选区熔化(SLM) 颗粒增强 不锈钢复合材料 强度 塑性
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冻融循环下双GFRP管异强混凝土组合柱轴压性能研究
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作者 封云 龚博翔 +5 位作者 姜良芹 计静 刘迎春 卢淑雯 崔古月 张展彬 《建筑结构》 北大核心 2026年第5期139-149,共11页
为研究双玻璃纤维增强塑料管异强混凝土(CFDGT)组合柱在遭受冻融循环后的轴压性能,以冻融循环次数N、外GFRP管厚度T、夹层混凝土抗压强度f_(cko)和核心混凝土抗压强度fcki、长细比λ为主要参数,共设计26个CFDGT组合柱试件。采用ABAQUS... 为研究双玻璃纤维增强塑料管异强混凝土(CFDGT)组合柱在遭受冻融循环后的轴压性能,以冻融循环次数N、外GFRP管厚度T、夹层混凝土抗压强度f_(cko)和核心混凝土抗压强度fcki、长细比λ为主要参数,共设计26个CFDGT组合柱试件。采用ABAQUS软件对26个试件进行数值模拟分析,提取荷载-位移曲线和轴压承载力,分析不同参数对试件轴压承载力的影响规律,获得试件的受力过程、应力分布和破坏模式。结果表明:随着N的增加,CFDGT组合柱的轴压承载力显著降低;随着f_(cko)和T的增加,CFDGT组合柱的轴压承载力均呈上升趋势;随着λ的逐渐增大,CFDGT组合柱的轴压承载力先增加后减小,当λ达到20时,试件轴压承载力达到峰值。同时观察到随着冻融作用次数的增加,GFRP管由局部开裂变为整体开裂,最后发展成局部崩坏,且破坏位置不断上移。最后,通过引入折减系数K,借助1stOpt软件统计回归,给出了CFDGT组合柱在冻融循环条件下的轴压承载力计算公式,轴压承载力计算公式计算值与模拟值具有较高的一致性。 展开更多
关键词 冻融循环 GFRP管 双玻璃纤维增强塑料管 异强混凝土组合柱 轴压性能 组合结构 约束效应
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