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Analysis of Bending Capacity of Steel-concrete Composite Beams with Partial Shear Connection(PDF)

《南京理工大学学报》(自然科学版)[ISSN:1005-9830/CN:32-1397/N]

Issue:
2000年05期
Page:
453-456
Research Field:
Publishing date:

Info

Title:
Analysis of Bending Capacity of Steel-concrete Composite Beams with Partial Shear Connection
Author(s):
XieJun YuTianqing
Department of Civil Engineering,Hubei Polytechnic University,Wuhan 430068
Keywords:
part ion shear force steels beams reinforced concrete composite beams slippage ef fect resist ing bending analysis
PACS:
-
DOI:
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Abstract:
A set of equat ions are derived by differential equat ion for calculat ion of bending capacity of posit ive and neg at ive sect ions applicable to stee-l concrete composite beams w ith part ial shear connection. It has been proved that these equations are eff icient and feasible as compared w ith the ex perimental result s.

References:

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2 Johnson R P. Composite structure of steel and co ncrete ( Vol. 1) . London: Granada Publishing,1975. 191~ 193
3 Lloyd C P Yam. 钢- 混凝土组合结构设计. 张培信译.上海: 同济大学出版社, 1991.19~ 21
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5 聂建国, 沈聚敏, 袁彦声.钢- 混凝土组合梁变形计算的一般公式. 工程力学, 1994, 11( 1) : 21~ 27
6 王聚厚, 聂建国, 卫军等. 用普通钢筋混凝土叠合板作受压翼缘的钢- 混凝土组合梁.工业建筑, 1992, 22( 2) : 6~ 8

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Last Update: 2013-03-25