首页|冲击荷载作用下腹板开孔高强钢梁的抗冲击性能研究

冲击荷载作用下腹板开孔高强钢梁的抗冲击性能研究

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为了探究腹板开孔高强钢梁的抗冲击性能,设计了 9根腹板开孔高强钢梁试件,开展落锤冲击试验,主要考虑冲击能量、孔间距及孔高对其抗冲击性能的影响.试验结果表明:在冲击能量由26.5kJ增加到51.9kJ过程中,跨中位移峰值及冲击力平台值分别平均增加19.39%与2.02%.孔高每增加20mm,跨中位移平均增加了 29.02%.孔间距每增加20mm,冲击力平台值平均增加17.59%.支座反力峰值出现时间较冲击力峰值平均延迟了 2.27ms,呈现明显的"时滞效应".为了提高腹板开孔高强钢梁的抗冲击性能,设置5种不同加劲方式的腹板开孔高强钢梁,采用数值模拟,对不同加劲方式时腹板开孔高强钢梁的抗冲击性能进行分析,得出设置加劲肋时可以提高腹板开孔高强钢梁的抗冲击性能,其中设置水平加劲肋、水平竖直复合加劲肋及孔口加劲肋对其抗冲击性能的提升效果大于其他加劲方式.
Research on the impact resistance performance of web opening high-strength steel beams under impact loading
To investigate the impact resistance performance of web-opening high-strength steel beams(WOHSSBs),nine specimens are designed and subjected to falling hammer impact tests,which mainly considered the effects of impact energy,spacing between opening and opening height on their impact resistance performance.The experimental results show that,as the impact energy increased from 26.5kJ to 51.9kJ,the average increase in mid-span displacement peak and impact force plateau is 19.39%and 2.02%,respectively.For every 20mm increase in opening height,the average mid-span displacement increases by 29.02%.Additionally,for every 20mm increase in spacing between opening,the average impact force plateau increased by 17.59%.The peak value of the bearing reaction force is delayed by 2.27ms on average compared with the peak value of the impact force,exhibiting a noticeable"time lag effect".To enhance the impact resistance performance of WOHSSBs,specimens with five different stiffening methods are designed.Numerical simulations are conducted to analyze the impact resistance of these beams under various stiffening methods.The analysis indicates that incorporating stiffeners can improve the impact resistance performance of WOHSSBs,The effectiveness of setting horizontal stiffeners,horizontal and vertical composite stiffeners and opening flange stiffeners on the impact resistance performance is greater than that of other stiffening methods.

web opening high-strength steel beamfalling hammer impactnumerical simulationstiffenerimpact resistance

付朝江、黄建忠、罗才松、陈华艳、王碧珍、林友峰、张泽群

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福建理工大学土木工程学院,福建福州 350118

福建省中霖工程建设有限公司,福建南平 353000

福建省富旺建设有限公司,福建福州 350118

侨智建设有限公司,福建福州 350000

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腹板开孔高强钢梁 落锤冲击 数值模拟 加劲肋 抗冲击性能

福建省自然科学基金福建省住建厅科学技术计划项目福建省住建厅科学技术计划项目

2022J019282022-K-712022-K-305

2024

建筑科学
中国建筑科学研究院

建筑科学

CSTPCD北大核心
影响因子:1.113
ISSN:1002-8528
年,卷(期):2024.40(9)