[1]龙炳煌,周旺华.叠合梁最大配筋率的研究[J].东南大学学报(自然科学版),1993,23(6):97-100.[doi:10.3969/j.issn.1001-0505.1993.06.017]
 Long Binghuang,Zhou Wanghua,Zhou Wanghua.Research on Maximum Steel Ratio of Composite Beams[J].Journal of Southeast University (Natural Science Edition),1993,23(6):97-100.[doi:10.3969/j.issn.1001-0505.1993.06.017]
点击复制

叠合梁最大配筋率的研究()
分享到:

《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
23
期数:
1993年第6期
页码:
97-100
栏目:
土木工程
出版日期:
1993-11-20

文章信息/Info

Title:
Research on Maximum Steel Ratio of Composite Beams
作者:
龙炳煌周旺华
武汉工业大学; 武汉工业大学
Author(s):
Long Binghuang Zhou Wanghua Zhou Wanghua
Wuhan University of Technology
Henyang Institute of Technology
关键词:
叠合梁/最大配筋率 平截面假定
分类号:
TU375
DOI:
10.3969/j.issn.1001-0505.1993.06.017
摘要:
叠合梁的最大配筋率是叠合结构中的一个疑难问题.本文对叠合梁的最大配筋率问题进行了讨论,提出了按平截面假定解决问题的思路及和现行规范 GBJ10-89相互衔接配套的公式.并将计算结果与试验结果、计算机分析结果进行了比较.

相似文献/References:

[1]涂永明,张继文,钱洋,等.AFRP筋混凝土梁受弯承载能力试验研究与理论分析[J].东南大学学报(自然科学版),2009,39(3):563.[doi:10.3969/j.issn.1001-0505.2009.03.027]
 Tu Yongming,Zhang Jiwen,Qian Yang,et al.Experimental and theoretical investigations of flexural load-carrying capacity of concrete beams reinforced with AFRP tendons[J].Journal of Southeast University (Natural Science Edition),2009,39(6):563.[doi:10.3969/j.issn.1001-0505.2009.03.027]
[2]淳庆,张洋,潘建伍.嵌入式碳纤维板加固木梁抗弯性能的试验研究[J].东南大学学报(自然科学版),2012,42(6):1146.[doi:10.3969/j.issn.1001-0505.2012.06.023]
 Chun Qing,Zhang Yang,Pan Jianwu.Experimental study on bending behaviors of timber beams strengthened with near-surface mounted CFRP sheets[J].Journal of Southeast University (Natural Science Edition),2012,42(6):1146.[doi:10.3969/j.issn.1001-0505.2012.06.023]
[3]刘问,徐世烺,李庆华.后浇UHTCC既有混凝土复合梁弯曲疲劳性能试验研究[J].东南大学学报(自然科学版),2013,43(2):409.[doi:10.3969/j.issn.1001-0505.2013.02.034]
 Liu Wen,Xu Shilang,Li Qinghua.Experimental study on flexural fatigue property of existing concrete beams restricted by post-poured UHTCC layer[J].Journal of Southeast University (Natural Science Edition),2013,43(6):409.[doi:10.3969/j.issn.1001-0505.2013.02.034]
[4]丁大钧,庞同和.钢筋混凝土矩形截面偏心受压构件刚度和裂缝的试验研究[J].东南大学学报(自然科学版),1980,10(1):33.[doi:10.3969/j.issn.1001-0505.1980.01.003]
 Ding Da-jun Pang Tong-he.Experimental Studies of Stiffness and Crack of Eccentrically Loaded Reinforced Concrete Members with Rectangular Sections[J].Journal of Southeast University (Natural Science Edition),1980,10(6):33.[doi:10.3969/j.issn.1001-0505.1980.01.003]

更新日期/Last Update: 2013-04-20