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机构地区:[1]Department of Civil Engineering,University of Victoria,Victoria,British Columbia V8 W 2Y2,Canada [2]Department of Civil Engineering,University of Toronto,Toronto,Ontario M5S 1.44,Canada
出 处:《Frontiers of Structural and Civil Engineering》2019年第1期49-65,共17页结构与土木工程前沿(英文版)
摘 要:A good understanding of the effects of galvanizing on the short-and long-term behaviours of steel components is essential for structural design.This review paper is motivated by a series of recent reports on cracking in galvanized cold-formed tubular steel structures and the limitations of current steel product standards and steel design specifications in this field.The steel-related and galvanizing-related factors,different pre-galvanizing countermeasures for brittle cracking and the available technical documents are summarized.An extensive bibliography is provided as a basis for future research and development in this field.
关 键 词:COLD-FORMED steel HOLLOW structural SECTIONS hot-dip GALVANIZING EMBRITTLEMENT heat-treatment residual stress cracking
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