SHEAR CONNECTION BETWEEN COMPOSITE SLABS AND STEEL BEAMS

被引：60

作者：

LLOYD, RM ^{[1
]}

WRIGHT, HD ^{[1
]}

机构：

[1] UNIV COLL CARDIFF,COLL CARDIFF,SCH ENGN,DIV STRUCT ENGN,POB 917,NEWPORT RD,CARDIFF CF2 1XH,WALES

来源：

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 1990年 / 15卷 / 04期

关键词：

D O I：

10.1016/0143-974X(90)90050-Q

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

An investigation is reported in which 42 'through-deck' push-out tests were conducted on specimens that incorporated trapezoidal profiled steel sheets and headed shear connectors. Objectives of the tests were (a) to study the effects of varying basic through-deck push-out test parameters in order to recommend a standard configuration for such tests and (b) to study the effect of practical sheeting-joint details on connection strength. On finding that ultimate connection strengths for the majority of the tests fell below current code-design values, a method to predict the observed ultimate strengths was sought. The method presented is based upon a wedged-shear-cone failure mode as observed throughout the tests. © 1990.

引用

页码：255 / 285

页数：31

共 15 条

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