蜂窝梁的简化计算及其试验对比

华南理工大学学报（自然科学版） ›› 2005, Vol. 33 ›› Issue (1): 47-51.

蜂窝梁的简化计算及其试验对比

邹锦华¹ 魏德敏¹ 苏益声² 李林²

1．华南理工大学建筑学院，广东广州 510640；2．广西大学土木建筑工程学院，广西南宁 530004

收稿日期:2004-02-11 出版日期:2005-01-25 发布日期:2005-01-25
通信作者: 邹锦华(1976-)，男，博士生，主要从事钢结构、新型桥梁和高架轻轨结构理论与试验方面的研究． E-mail:zoujinhua2003@tom.com
作者简介:邹锦华(1976-)，男，博士生，主要从事钢结构、新型桥梁和高架轻轨结构理论与试验方面的研究．

Reduced Calculation and Its Experimental Comparison for Castellated Beams

Zou fin-hua¹ Wei De-min¹ Su Yi-sheng² Li Lin²

1.College of Architecture＆Civil Engineering,South China Univ.of Tech.,Guangzhou 510640,Guangdong,China;2.College of Civil&Architectural Engineering,Guangxi Univ.,Nanning 530004,Guangxi,China

Received:2004-02-11 Online:2005-01-25 Published:2005-01-25
Contact: 邹锦华(1976-)，男，博士生，主要从事钢结构、新型桥梁和高架轻轨结构理论与试验方面的研究． E-mail:zoujinhua2003@tom.com
About author:邹锦华(1976-)，男，博士生，主要从事钢结构、新型桥梁和高架轻轨结构理论与试验方面的研究．

摘要/Abstract

摘要： 设计制作了三根蜂窝梁进行试验，根据所得试验数据，分析了圆孔和六边形孔两种孔型蜂窝梁的整体受力性能、截面应力分布和承载能力，发现圆孔蜂窝梁的承载能力高于六边形孔蜂窝梁．通过对简化计算理论值与实测值的对比分析，验证了简化计算的正确性，总结出了两种孔型蜂窝梁的设计计算方法．

关键词: 蜂窝梁, 简化计算, 应力分布

Abstract:

Three castellated beams were designed and tested. Based on the obtained experimental data,the me-chanical behavior,sectional stress distribution and loading capacity of the tested circular-hole and hexagon-hole castellated beams were analyzed.It is f0und that the loading capacity of the circular-hole castellated beam is greater than the hexagon-hole one.Moreover.the correctness of the reduced calculation iS verified by the comparison be-tween the theoretical values obtained by the reduced calculation and the tested values.Thus,the design methods of the two castellated beams are given.

Key words: castellated beam, reduced calculation, stress distribution

邹锦华魏德敏苏益声李林. 蜂窝梁的简化计算及其试验对比[J]. 华南理工大学学报（自然科学版）, 2005, 33(1): 47-51.

Zou fin-hua Wei De-min Su Yi-sheng Li Lin. Reduced Calculation and Its Experimental Comparison for Castellated Beams[J]. Journal of South China University of Technology (Natural Science Edition), 2005, 33(1): 47-51.

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