采用悬臂梁弯曲应力松弛测试方法对CuNiSiCo合金的应力松弛性能进行了测试,利用TEM探究Co对CuNiSi合金应力松弛组织的影响,并建立了应力松弛模型.结果表明,应力松弛过程可动位错密度是降低的经验公式σ*=[K'ln(t+-ao)+C]-n的模拟结果,与实验结果基本相符;合金松弛分为2个阶段,第一阶段应力松弛速率较大,由于在应力松弛的初期阶段,可动位错数量很多,位错移动的阻力比较小,位错移动的驱动力比较大;第二阶段,应力松弛速率较小,处于缓慢松弛阶段,这一阶段位错与杂质原子以及位错与第二相粒子发生交互作用,使位错增殖;Co在Cu中的固溶度较小且易于与空位结合,从而抑制了调幅分解形成所需的空位移动,致使含Co元素的Cu-Ni-Co-Si铜合金空位大量减少,抑制了可动位错的滑移;另一方面,促进了基体中析出相的析出,析出相弥散均匀地分布在合金基体中,在发生应力松弛过程中,移动的可动位错在遇到弥散分布的第二相之后,会被第二相所钉扎,故Co替代部分Ni形成的CuNiSiCo合金的应力松弛性能要优于CuNiSi合金.
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