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基于材料性能退化的非对称截面单阶钢柱滞回性能研究
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作者 吴海英 雷宏刚 陈幼佳 《钢结构》 北大核心 2016年第12期105-111,78,共8页
考虑局部锈蚀区域截面损失和材料性能退化,借助ABAQUS对非对称截面单阶柱进行低周反复性能非线性分析,得到常轴力、反复水平荷载作用下,不同锈蚀部位、不同锈蚀深度单阶柱的滞回性能变化规律。结果表明,锈蚀深度D变化的影响为:腹板D>... 考虑局部锈蚀区域截面损失和材料性能退化,借助ABAQUS对非对称截面单阶柱进行低周反复性能非线性分析,得到常轴力、反复水平荷载作用下,不同锈蚀部位、不同锈蚀深度单阶柱的滞回性能变化规律。结果表明,锈蚀深度D变化的影响为:腹板D>4 mm,翼缘和腹板同时锈蚀D>2 mm时,锈蚀越深,材性退化越明显,阶形柱水平极限承载力、抗侧刚度、滞回耗能和延性等降低较大;翼缘D≤5 mm、腹板D≤4 mm、翼缘和腹板同时锈蚀D≤2 mm时,随着D的增加,滞回性能各指标均有所降低,但变化幅度不明显,对阶形柱恢复力特性影响小;因阶形柱下柱两分肢截面不对称、偏心荷载及荷载-位移(P-Δ)效应,使构件在反向加载时延性劣化突出。 展开更多
关键词 锈蚀 单阶钢柱 材性退化 非对称截面 滞回
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低周反复荷载下锈蚀非对称截面单阶钢柱的性能研究 被引量:1
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作者 吴海英 雷宏刚 陈幼佳 《钢结构》 北大核心 2016年第6期103-111,共9页
利用ABAQUS有限元分析软件,考虑锈蚀和材性退化影响,分析非对称截面单阶柱承受低周反复荷载的性能,得到往复水平荷载下阶形柱破坏形态和滞回曲线的变化规律。研究表明:无锈蚀和翼缘锈蚀深度D≤6 mm时,阶形柱上柱柱底为抗震薄弱部位,应... 利用ABAQUS有限元分析软件,考虑锈蚀和材性退化影响,分析非对称截面单阶柱承受低周反复荷载的性能,得到往复水平荷载下阶形柱破坏形态和滞回曲线的变化规律。研究表明:无锈蚀和翼缘锈蚀深度D≤6 mm时,阶形柱上柱柱底为抗震薄弱部位,应优化上、下柱连接区域的节点构造,减小刚度突变;有腹板参与的锈蚀形式,阶形柱的屈曲破坏部位随着D的增大由上柱柱底转移至下柱锈蚀区域,构件脆性破坏明显;考虑材性退化的承载力、刚度及耗能能力均较未考虑时降低,对翼缘和腹板同时锈蚀情况降低显著,在分析锈蚀构件的受力性能时应考虑材性退化的影响;因截面不对称、偏心荷载及P-Δ效应,3种锈蚀方式的滞回曲线明显不对称。 展开更多
关键词 锈蚀 单阶钢柱 材性退化 非对称截面 滞回曲线
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Analysis on degradation behaviors of sisal fibers at various pH conditions
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作者 Zhao Li Li Shujin +1 位作者 Song Yang Zhang Yamei 《Journal of Southeast University(English Edition)》 EI CAS 2022年第3期278-283,共6页
The degradation behaviors(mass loss,tensile strength,crystallinity index,and microstructure)of sisal fibers immersed in sodium hydroxide solution with pH of 13.6,12.9,and 11.9 were investigated via X-ray diffraction a... The degradation behaviors(mass loss,tensile strength,crystallinity index,and microstructure)of sisal fibers immersed in sodium hydroxide solution with pH of 13.6,12.9,and 11.9 were investigated via X-ray diffraction and scanning electron microscopy.A three-stage degradation process of natural fibers in an alkaline environment was proposed.The results showed that the sisal fibers exhibited a sharp mass loss over the first 7 d of degradation under all pH conditions,attributable to the rapid hydrolysis of lignin and hemicellulose at the fiber surface.The sisal fibers degraded at pH 12.9 and 13.6 over 1 month exhibited significantly lower tensile strengths(181 and 195 MPa,respectively)than the original fibers(234 MPa)because of the loosely bound structure of the component microfibrils caused by the hydrolysis of the linking lignin and hemicellulose.After 6-month degradation,stripped microfibrils occurred in the fibers,resulting in substantial degradation in tensile strength.The sisal fibers degraded at pH 11.9 largely maintained their integrity and tensile strength,even after 6 months,indicating that reducing the environment pH can effectively mitigate the degradation. 展开更多
关键词 sisal fibers cement composites alkaline degradation MICROSTRUCTURE tensile strength
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Mechanical Characteristics of Chemically Degraded Surface Layers of Wood
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作者 Jiri Frankl Michal Kloiber +2 位作者 Milos Dradacky Jan Tippner Jan Bryscejn 《Journal of Mechanics Engineering and Automation》 2012年第11期694-700,共7页
The aim of this research was to find out whether the effect of chemical corrosion changes mechanical characteristics of surface layers of wooden construction elements. Degradation of the surface layers of wood was cau... The aim of this research was to find out whether the effect of chemical corrosion changes mechanical characteristics of surface layers of wooden construction elements. Degradation of the surface layers of wood was caused by chemical reactions of the basic substances of wood mass with compounds contained in antifire coatings. Fire retardants containing corrosive substances were often and repeatedly used in the Czech Republic on many wooden building constructions. This process of chemical corrosion is in practise called as "surface defibering of wood". This contribution presents standard and special experimental methods used for measuring the selected mechanical characteristics (compression strength, tension strength, bending strength, hardness and impact resistance) in the damaged surface layer of wooden construction elements. The material for experimental measuring was a construction element removed from a historical roof (ca 150 years old). Mechanical characteristics of the surface layer of the defibered element were compared with the values measured in the deeper subsurface layer of non-damaged wood. The results of the experiments proved loss of cohesive strength and decrease of mechanical characteristics of wood only in a thin surface layer. 展开更多
关键词 WOOD CORROSION defibering mechanical properties.
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