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3D打印预制混凝土扭曲面模壳-现浇柱节段成型试验研究 被引量:2
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作者 贺昊轩 蒋友宝 +3 位作者 邓云峰 彭琳娜 张倚天 文俊 《长沙理工大学学报(自然科学版)》 CAS 2022年第4期47-54,共8页
【目的】解决混凝土扭曲柱支模复杂、成型困难等问题,探究3D打印混凝土预制模壳扭曲柱的建造方法,研究扭曲柱节段的受压性能。【方法】通过打印条带成型质量试验,确定适合3D打印预制模壳成型的打印参数;对层扭转角为0°、2°、4... 【目的】解决混凝土扭曲柱支模复杂、成型困难等问题,探究3D打印混凝土预制模壳扭曲柱的建造方法,研究扭曲柱节段的受压性能。【方法】通过打印条带成型质量试验,确定适合3D打印预制模壳成型的打印参数;对层扭转角为0°、2°、4°和6°的3D打印扭曲面模壳进行建造成型试验;在模壳内填充钢筋笼与现浇的C50混凝土,制备得到扭曲柱节段并对其进行受压性能试验。【结果】扭曲面预制模壳可连续打印的高度随着层扭转角的增大而减少,层扭转角为0°时扭曲面模壳可连续打印的高度为550 mm,较层扭转角为6°时扭曲面模壳的可连续打印高度提高了96%;层扭转角为2°时扭曲柱节段平均极限承载力最低,为1120.20 kN;层扭转角为6°时扭曲柱节段平均极限承载力最大,为1291.56 kN;不同层扭转角的扭曲柱节段极限承载力的相对极差均控制在5%以内。【结论】由于层间扭转悬空部位的存在,扭曲面预制模壳的构件会发生侧向偏移,最终失稳并发生倒塌破坏。不同层扭转角的扭曲柱节段的平均极限承载力极差较小,即极限承载力的离散性较小,扭曲柱节段成型质量较好。 展开更多
关键词 3D打印混凝土 打印参数 扭曲柱节段 永久模壳
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重庆高科太阳座项目超限高层结构设计 被引量:1
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作者 郭赤 李金哲 +2 位作者 郭红飞 肖克艰 冯中伟 《建筑结构》 CSCD 北大核心 2020年第19期68-76,共9页
为了研究扭曲柱工程中的结构设计难点,采用SAP2000,PMSAP和EPDA等软件进行了扭曲柱工程中的楼板应力分析和屈曲分析,同时与缩尺模型地震模拟振动台试验结果进行了对比。结果表明:斜柱及斜撑构件竖向角度变化处会产生较大水平分力,水平... 为了研究扭曲柱工程中的结构设计难点,采用SAP2000,PMSAP和EPDA等软件进行了扭曲柱工程中的楼板应力分析和屈曲分析,同时与缩尺模型地震模拟振动台试验结果进行了对比。结果表明:斜柱及斜撑构件竖向角度变化处会产生较大水平分力,水平分力会传递给与其相连的梁、板。设计时,此区域采用型钢混凝土梁,适当增大此区域楼板配筋,可以显著提升结构整体性能。 展开更多
关键词 超限高层 扭曲柱 楼板应力 屈曲分析
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Optimal design of automotive body B-pillar using simplified finite element model of body-in-prime combined with an optimization procedure
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作者 Mehri IZANLOO Abolfazl KHALKHALI 《Journal of Central South University》 SCIE EI CAS CSCD 2022年第12期3939-3955,共17页
Optimization of an automotive body structure faces the difficulty of having too many design variables and a too large design search space. A simplified model of body-in-prime(BIP) can solve this difficulty by reducing... Optimization of an automotive body structure faces the difficulty of having too many design variables and a too large design search space. A simplified model of body-in-prime(BIP) can solve this difficulty by reducing the number of design variables. In this study, to achieve lighter weight and higher stiffness, the simplified model of BIP was developed and combined with an optimization procedure;consequently, optimal designs of automotive body B-pillar were produced. B-pillar was divided into four quarters and each quarter was modelled by one simplified beam. In the optimization procedure, depth, width, and thickness of the simplified beams were considered as the design variables.Weight, bending and torsional stiffness were also considered as objective functions. The optimization procedure is composed of six stages: designing the experiments, calculating grey relational grade, calculating signal-to noise ratio,finding an optimum design using Taguchi grey relational analysis, performing sensitivity analysis using analysis of variance(ANOVA) and performing non-dominated sorting and multi-criteria decision making. The results show that the width of lower B-pillar has the highest effect(about 55%) and the obtained optimum design point could reduce the weight of B-pillar by about 40% without reducing the BIP stiffness by more than 1.47%. 展开更多
关键词 body-in-prime(BIP)model finite element model bending stiffness torsional stiffness B-pillar Taguchi method multi criterion decision-making(MCDM)method
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