Research progress on key issues of local buckling of thin-walled steel plate
Steel structures and steel-concrete composite structures are widely utilized in engineering structures due to their excellent properties such as high strength,good energy absorption capacity,and convenient construction.However,with the application of high-strength steel,thin-walled steel plates exhibit a trend of thinning,and the width-thickness ratios increase with the enlargement of component cross-sectional dimensions.Due to the complexity of engineering structures and loads,the risk of premature local buckling of steel plates is continuously increasing.The problem of local buckling of thin-walled steel plates is prominent and urgently requires systematic and in-depth research.An overview of the progress in the study of local buckling of thin-walled steel plates was provided,the limitations of existing experimental and theoretical research was analyzed and summarized,and a series of research works and achievements focusing on the critical issues of local buckling of thin-walled steel plates was conducted by the author's research team in recent years.
thin-walled steel platelocal bucklinglocal buckling identificationconcrete-filled steel tubularbinding bar
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