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MECHANISTIC INVESTIGATION OF STRESS CORROSION CRAKING OF PIPELINE STEEL IN NEAR-NEUTRAL PH ENVIRONMENT

机译:中性PH环境下管线钢应力腐蚀开裂的力学研究。

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Stress corrosion cracking (SCC) has been identified as one of the primary reasons for failures in high-pressure buried pipelines [1-2]. Today, most researchers agree that SCC of pipeline steels in environments at near-neutral pH results from the synergistic effects of mechanical straining, local anodic dissolution, and hydrogen absorption [3-6]. However, it is not clear the primary mechanism of SCC in the various composition of the soil electrolyte at the various type and values of mechanical loading. This work explores the effect of corrosive compounds on the crack growth rate in Х-70 pipeline steel under cyclic mechanical tensions to determine the primary mechanism of near-neutral pH SCC.The crack growth rate was determined using X-70 steel specimens. A mixture of NS4 solution with a borate buffer (pH 7.0) were used as background solutions. Various compounds that affect steel dissolution and hydrogen absorption rates were added to the solutions.The cyclic crack resistance of pipe steel in NS4 buffer solution at pH 7.0 is mainly determined by the regularities of the corrosion fatigue. Adding an anodic dissolution stimulator (sulphide ions) or a hydrogen absorption promoter (iodide ions) nearly does not affect the crack growth at high amplitudes of the stress intensity factor (ΔK). The rate of crack growth depends on the presence of a corrosive medium only at small amplitudes of loading (ΔK ~ 5 Mpa⋅m~(0.5)). The crack growth is accelerated in the presence of sulphide and thiourea; these species act as metal dissolution activators, and are hindered after adding a corrosion inhibitor (Catamin AB) to a sulphide-containing medium. The cathodic polarization of pipeline steel inhibits crack growth at low ΔK values. Therefore, the local anodic dissolution of the metal is the primary crack growth mechanism in X-70 pipeline steel in NS4 buffer solution at small amplitudes of loading.
机译:应力腐蚀开裂(SCC)被确定为高压埋地管道故障的主要原因之一[1-2]。如今,大多数研究人员都认为,在接近中性pH的环境中,管线钢的SCC是由机械应变,局部阳极溶解和氢吸收的协同效应产生的[3-6]。然而,尚不清楚在各种类型和机械负荷值下,土壤电解质的各种成分中SCC的主要机理。这项工作探讨了腐蚀化合物对Х-70管线钢在周期性机械张力下的裂纹扩展速率的影响,以确定近中性pH SCC的主要机理。使用X-70钢试样确定裂纹扩展速率。 NS4溶液与硼酸盐缓冲液(pH 7.0)的混合物用作背景溶液。溶液中加入了各种影响钢溶解度和氢吸收率的化合物。管材在pH 7.0的NS4缓冲溶液中的抗循环龟裂性主要取决于腐蚀疲劳的规律性。加入阳极溶解促进剂(硫化物离子)或氢吸收促进剂(碘离子)几乎不会影响应力强度因子(ΔK)高振幅下的裂纹扩展。裂纹扩展的速率仅在较小的载荷振幅(ΔK〜5 Mpa·m〜(0.5))时取决于腐蚀介质的存在。在硫化物和硫脲的存在下,裂纹的发展被加速;这些物质充当金属溶解活化剂,并且在向含硫化物的介质中添加缓蚀剂(Catamin AB)后受到阻碍。管道钢的阴极极化可在低ΔK值下抑制裂纹扩展。因此,在局部载荷较小的情况下,NS4缓冲溶液中X-70管线钢中金属的局部阳极溶解是主要的裂纹扩展机制。

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