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钢结构厚板及其对接焊缝Z向性能试验

王元清 张元元 石永久

哈尔滨工程大学学报Issue(8):936-941,6.
哈尔滨工程大学学报Issue(8):936-941,6.DOI:10.3969/j.issn.1006-7043.201305068

钢结构厚板及其对接焊缝Z向性能试验

Experimental study on the Z-direction properties of the steel thick plate and its butt weld

王元清 1张元元 1石永久1

作者信息

  • 1. 清华大学 土木工程系,土木工程安全与耐久教育部重点实验室,北京100084
  • 折叠

摘要

Abstract

In order to study the Z-direction tensile and impact properties of the steel thick plate and its butt weld, the Charpy V-notch and uniaxial tensile samples were taken from the base metal, weld metal and the heat affected zone of four different thick plates with V-shaped butt welds. Then the simple tensile test and impact test were per-formed. The experimental results indicate that the tensile and impact properties decrease with the increase of the thickness, the Z-direction properties of the heat affected zone are worse than those of the base metal, and the weld is more brittle than the X-direction of the base metal. Specifically, special attention should be paid to the Z-direc-tion deficiency from the butt weld with the engineering practice of the steel thick plate.

关键词

钢结构厚板/Z向性能/单轴拉伸试验/冲击韧性试验/对接焊缝/板厚

Key words

steel thick plate/Z-direction properties/uniaxial tensile test/Charpy impact test/butt weld/plate thickness

分类

建筑与水利

引用本文复制引用

王元清,张元元,石永久..钢结构厚板及其对接焊缝Z向性能试验[J].哈尔滨工程大学学报,2014,(8):936-941,6.

基金项目

国家自然科学基金资助项目(50078112). ()

哈尔滨工程大学学报

OA北大核心CSCDCSTPCD

1006-7043

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