《机械创新设计》模板new

《机械创新设计》模板new

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时间:2018-09-18

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1、《机械创新设计》课程作业小三,宋体题目:四号,宋体,写全称,下同院(部):机电工程学院专业:机械工程及自动化班级:机械117小组:姓名:指导教师:沈孝芹课题名称一级标题,黑体,4号。两字间空2格。后面的“结论”、“谢辞”、“附录”中,两字间均空1格目录黑体,3号,居中两字中间空2格宋体,小4号,1.5倍行距1前言·································································11.1空腹桁架钢框架的特点及研究意义················

2、························11.2空腹桁架钢框架的研究现状··············································31.3现有研究的不足及本文的研究内容········································52空腹桁架钢框架有限元建模及验证····································82.1引言·····················································

3、·············82.2弹塑性分析方法简介···················································122.3ANSYS在空腹桁架钢框架弹塑性分析中的应用····························182.4ANSYS分析模型正确性检验IV课题名称············································20目录最多列至三级标题。下级标题依次比上级标题缩进1格2.4.1ANSYS分析模型概述············

4、····································212.5小结·································································213空腹桁架钢框架受力性能有限元分析·································233.1引言·································································233.2空腹桁架钢框架与普通钢框架力学性能对比·

5、······························263.3影响空腹桁架钢框架力学性能的因素·····································294空腹桁架钢框架极限承载力试验研究·································304.1试验目的·····························································304.2模型设计依据····································

6、·····················324.3试验概况·····························································35IV课题名称4.4试验过程描述·························································384.5试验结果·····························································45目录及中外文摘要的页码使用Ⅰ、Ⅱ、Ⅲ……

7、等符号连续编排,字体TimesNewRoman,小5号4.6小结·································································555结论································································56课程学习心得与体会···················································57参考文献·······················

8、········································58附录··································································59IV课题名称IV课题名称黑体,小3号,居中,1.5倍行距,两字间空1格页眉:黑体,5号,居中宋体,小4号,1.5倍行距摘要空腹桁架钢框架是在钢框架的基础上,通过取消框架中间的柱子

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