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Stress corrosion cracking of new 2001 lean-duplex stainless steel reinforcements in chloride contained concrete pore solution: An electrochemical study

机译:2001年新型贫双相不锈钢增强材料在含氯混凝土孔溶液中的应力腐蚀开裂:电化学研究

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An experimental SCC tests has been performed on 2001 lean-duplex stainless steel (LDSS) and 2205 duplex stainless steel (DSS) reinforcements. Specimens were tested by loads up to 85% of their yield strength and simultaneously exposed to 8% chloride in simulated concrete pore solution. Although the maximum corrosion current density value obtained for 2001 LDSS was three times higher than 2205 DSS, specimens demonstrated passivity. Cycling polarization curve was performed which shows that 2205 DSS does not develop any pit but 2001 LDSS does. Finally, specimens were loaded until failure; fracture surface analysis detected a combination of ductile and brittle fracture mode in 2001 LDSS. Even if 2001 LDSS shows worse SCC performance, it is enough to ensure the nominal service life of reinforced concrete structures with lower cost. (C) 2018 Elsevier Ltd. All rights reserved.
机译:已经对2001年贫双相不锈钢(LDSS)和2205双相不锈钢(DSS)增强材料进行了SCC实验测试。样品通过高达其屈服强度的85%的载荷进行测试,并同时在模拟混凝土孔隙溶液中暴露于8%的氯气中。尽管2001 LDSS的最大腐蚀电流密度值是2205 DSS的三倍,但标本却显示出钝性。循环极化曲线表明2205 DSS没有形成任何凹坑,但2001 LDSS却形成了。最后,将标本加载到破坏为止。断裂表面分析在2001年LDSS中检测到韧性和脆性断裂模式的组合。即使2001年LDSS的SCC性能较差,也足以以较低的成本确保钢筋混凝土结构的标称使用寿命。 (C)2018 Elsevier Ltd.保留所有权利。

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