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Explosion resistance performance of reinforced concrete box girder coated with polyurea:Model test and numerical simulation
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作者 Guangpan Zhou Rong Wang +2 位作者 Mingyang Wang Jianguo Ding Yuye Zhang 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2024年第3期1-18,共18页
To study the anti-explosion protection effect of polyurea coating on reinforced concrete box girder,two segmental girder specimens were made at a scale of 1:3,numbered as G(without polyurea coating)and PCG(with polyur... To study the anti-explosion protection effect of polyurea coating on reinforced concrete box girder,two segmental girder specimens were made at a scale of 1:3,numbered as G(without polyurea coating)and PCG(with polyurea coating).The failure characteristics and dynamic responses of the specimens were compared through conducting explosion tests.The reliability of the numerical simulation using LS-DYNA software was verified by the test results.The effects of different scaled distances,reinforcement ratios,concrete strengths,coating thicknesses and ranges of polyurea were studied.The results show that the polyurea coating can effectively enhance the anti-explosion performance of the girder.The top plate of middle chamber in specimen G forms an elliptical penetrating hole,while that in specimen PCG only shows a very slight local dent.The peak vertical displacement and residual displacement of PCG decrease by 74.8% and 73.7%,respectively,compared with those of specimen G.For the TNT explosion with small equivalent,the polyurea coating has a more significant protective effect on reducing the size of fracture.With the increase of TNT equivalent,the protective effect of polyurea on reducing girder displacement becomes more significant.The optimal reinforcement ratio,concrete strength,thickness and range of polyurea coating were also drawn. 展开更多
关键词 Explosive load Explosion resistance performance Model test POLYUREA Concrete box girder Numerical simulation
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考虑时变效应的车载作用下超宽混凝土自锚式悬索桥性能退化预测
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作者 周广盼 杜爱祥 +2 位作者 王明洋 范进 李爱群 《Journal of Central South University》 SCIE EI CAS CSCD 2023年第6期1932-1947,共16页
为了研究混凝土收缩徐变效应和环境温度变化对车辆荷载作用下超宽混凝土自锚式悬索桥受力性能的影响,以目前中国最宽的混凝土自锚悬索桥——湖南路大桥为背景开展分析。首先,建立桥梁整体精细化有限元模型,并结合现场荷载试验的实测数... 为了研究混凝土收缩徐变效应和环境温度变化对车辆荷载作用下超宽混凝土自锚式悬索桥受力性能的影响,以目前中国最宽的混凝土自锚悬索桥——湖南路大桥为背景开展分析。首先,建立桥梁整体精细化有限元模型,并结合现场荷载试验的实测数据进行验证。其次,预测不同服役龄期时桥梁的结构状态。最后,分析主要构件力学响应的演化规律。研究结果表明,主梁的支座类型对响应的变化趋势有着显著影响。超宽主梁的剪力滞效应和车轮局部效应较为显著。在升温20℃和标准车辆荷载作用下,桥梁服役30年后主塔的最大位移为0.033 m。此外,中跨跨中主梁底板大部分区域的纵向拉应力超过5 MPa。桥梁服役10年后,在偏心车辆荷载作用下,主梁道路中心线处挠度和主梁边缘处挠度之间的差值达到0.07 m。本文研究成果可为类似超宽混凝土自锚式悬索桥的健康监测和安全评价提供重要依据。 展开更多
关键词 自锚式悬索桥 超宽混凝土梁 性能退化 预测 车辆荷载 混凝土收缩徐变 温度变化
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