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使用钻岩工具时,一般要求在不断裂的前提下提高其耐磨性,因而保证一定的韧性是对钻岩硬质合金的基本要求.基于此前提,综述了影响WC-Co合金断裂韧性KIc的因素、机理和主要模型;钻岩合金的工作类型、断裂形式和提高其断裂韧性的方法.归纳出以下主要结论:以沿wc/wc的脆断、沿WC/Co的脱裂、穿WC相的劈断和穿7相层的撕裂为WC-Co合金的基本断裂形式;两相WC-Co合金的断裂韧性KIc主要取决于γ相的体积分数、分布及成分;热疲劳裂纹的形成和扩展是导致钻齿破坏的最主要原因.

参考文献

[1] Chivavibul P;Watanabe M;Kuroda S;Shinoda K .Effects of carbide size and Co content on the microstructure and mechanical properties of HVOF-sprayed WC-Co coatings[J].Surface & Coatings Technology,2007(3):509-521.
[2] Mohan K;Strutt P R .Observation of Co nanoparticle dispersions in WC nanograins in WC-Co cermets consolidated from chemically synthesized powders[J].Nanostructured Materials,1996,7(05):547.
[3] F. L. Zhang;C. Y. Wang;M. Zhu .Nanostructured WC/Co composite powder prepared by high energy ball milling[J].Scripta materialia,2003(11):1123-1128.
[4] Beste U;Hartzell T;Engqvist H et al.Surface damage on cemented carbide rock-drill buttons[J].Wear,2001,249(3-4):324.
[5] Konyashin I .Novel uhra-eoarse hardmetal grades with reinforced binder for mining and construction[J].International Journal of Refractory Mctals & Hard Materials,2005,23(4-6):225.
[6] 洛沙克;黄鹤翥.硬质合金的强度和寿命[M].北京:冶金工业出版社,1990:173.
[7] ASTM B771-1987.ASTM B771-1987.Standard Test Method for Short Rod Fracture Toughness of Cemented Carbides[S].Annual Book of ASTM Standards,2001.
[8] Hong J;Gurland J.A study of the fracture process of WCCo alloys[A].New York:Plenum Press,1983:649.
[9] Liu BH.;Ouyang SX.;Zhang Y. .Study on the relation between structural parameters and fracture strength of WC-Co cemented carbides[J].Materials Chemistry and Physics,2000(1):35-43.
[10] Almond E A.Deformation characteristics and mechanical properties of hardmetals[A].New York:Plenum Press,1983:517.
[11] Ravichandran K S .Fracture toughness of two phase WC-Co cermets[J].Acta Metallurgica Et Materialia,1994,42(01):143.
[12] G.Pezzotti and T.Nishida .Analysis of Near-tip crack bridging in WC/Co cermet[J].Journal of the European Ceramic Society,1999(1):119-123.
[13] Jia K;Fischer T E;Gallois B .Microstructure,hardness and toughness of nanostructured and conventional WC-Co composit es[J].Nano-Structured Materials,1998,10(05):875.
[14] L. Llanes;Y. Torres;M. Anglada .On the fatigue crack growth behavior of WC-Co cemented carbides: kinetics description, microstructural effects and fatigue sensitivity[J].Acta materialia,2002(9):2381-2393.
[15] C-opal,Upadhyaya S.Cemented tungsten carbides:production,properties,and testing[M].United States:Noyes Publications,1997:241.
[16] Beste U;Coronel E .Wear induced material modifications of cemented carbide rock drill buttons[J].International Journal of Refractory Mctals & Hard Materials,2006,24(1-2):168.
[17] Ralph K,Iler .Heterogeneous Cobalt-bonded tungsten carbide[P].US 3660050,1972-05-02.
[18] Dah-Ben .Fracture and wear resistant compounds and rock bit[P].US 7036614,2006-05-02.
[19] Zhang Li;Wang Yuan-jie;Yu Xian-wang .Crack propagation characteristic and toughness of functionally graded WC-Co cemented carbide[J].International Journal of Refractory Metals & Hard Materials,2008(4):295-300.
[20] A. F. LISOVSKY;T. E. GRACHEVA;V. N. KULAKOVSKY .Composition and Properties of (Ti.W)C-WC-Co Sintered Carbides Alloyed by MMT-Process[J].International Journal of Refractory Metals & Hard Materials,1995(6):379-383.
[21] Kieback B;Neubrand A;Riedel H .Processing techniques for functionally graded materials[J].Materials Science and Engineering A:Structural Materials Properties Microstructure and Processing,2003,362(1-2):81.
[22] Tokita M.Large-size WC/CO functionally graded materials fabricated by spark plasma sintering (SPS) method[A].Switzerland.Trans Techn Publications,2003:39.
[23] Lin W;Bai X;Ling Y.Fabrication and properties of axisyrnmetric WC/Co functional graded hard metal via microwave sintering[A].Switzerland:Trans Tech Publications Inc,2003:55.
[24] Xiyong Wu;Jingdong Guo .Electric-discharge compaction of graded WC-Co composites[J].International Journal of Refractory Metals & Hard Materials,2008(1):28-32.
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