X70抗大变形管线钢管的组织结构和形变硬化性能分析

吉玲康 1; 李鹤林 1; 2; 赵文轸 1; 王海涛 2; 陈宏远 2; 李洋 2

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X70抗大变形管线钢管的组织结构和形变硬化性能分析

更新时间：2025-07-09

- X70抗大变形管线钢管的组织结构和形变硬化性能分析
- Microstructure and Strain-Hardening Performance Analysis for X70 High Strain Line Pipe
- 西安交通大学学报 2012年46卷第9期页码：108-113
- 作者机构：
  
  1. 西安交通大学材料科学与工程学院,西安,710049
  2. 中国石油集团石油管工程技术研究院,西安,710065
- 作者简介：
- 基金信息：
- DOI：
  中图分类号： TB31
- 网络首发：2012-09-10，
  
  纸质出版：2012
- 稿件说明：
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吉玲康 1, 李鹤林 1, 2, 等. X70抗大变形管线钢管的组织结构和形变硬化性能分析[J]. 西安交通大学学报, 2012,46(9):108-113.

Microstructure and Strain-Hardening Performance Analysis for X70 High Strain Line Pipe[J]. 2012, 46(9): 108-113.
吉玲康 1, 李鹤林 1, 2, 等. X70抗大变形管线钢管的组织结构和形变硬化性能分析[J]. 西安交通大学学报, 2012,46(9):108-113. DOI：

Microstructure and Strain-Hardening Performance Analysis for X70 High Strain Line Pipe[J]. 2012, 46(9): 108-113. DOI：

摘要

采用金相和电子背散射衍射分析、准静态拉伸及数值模拟方法

研究了X70抗大变形管线钢管的组织结构、形变硬化性能及其可采用的表征方法.结果表明:X70抗大变形管线钢在整个塑性应变区域内不符合Hollomon公式

不具有确定的形变硬化指数n; 在管线钢塑性变形的起始阶段n较大

但随着应变增大n快速减小; 当总应变达到2.0%之后

形变硬化能力趋于稳定.工程应用中利用R

t1.5

t0.5

、R

t2.0

t1.0

和R

t5.0

t1.0

三个应力比可以较好地描述抗大变形管线钢的形变硬化性能.当R

t1.5

t0.5

≥1.070、R

t2.0

t1.0

≥1.025、R

t5.0

t1.0

≥1.050时

可使钢管压缩侧2倍管径长度上的平均压缩应变大于1.3%.

Abstract

Microstructure

strain-hardening capacity and characterization method of X70 high strain line pipe were investigated by metallographic analysis

electron backscatter diffraction

quasistatic tension and finite element method. It is concluded that X70 high strain line pipe steel does not follow the Hollimon formula in the entire deforming process

and the strain-hardening exponent of the steel is not constant. At the beginning of plastic deformation

the strain-hardening exponent of the steel gets higher

but the value decreases rapidly with stain increasing

and then becomes stable after 2.0% of total strain. The stress ratios of R

t1.5

t0.5

t2.0

t1.0

and R

t5.0

t1.0

are verified to perfectly characterize the strain-hardening capacity of X70 high strain line pipe steel in engineering. As R

t1.5

t0.5

≥1.070

t2.0

t1.0

≥1.025

and R

t5.0

t1.0

≥1.050

the average strain over the gauge length of 2 times of outer diameter centered at the wrinkle on intrados peak is above 1.3%.

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Keywords

references

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