A model for the shear force bearing behaviour of composite slabs with additional reinforcing steel

被引：0
|
作者：
Schmeckebier, Nicole [1 ]
Kurz, Wolfgang [2 ]
Viet Tue Nguyen [3 ]
机构：
[1] KREBS KIEFER Ingenieure GmbH Koln, Butzweilerhofallee 2, D-50829 Cologne, Germany
[2] Tech Univ Kaiserslautern, Fachgebiet Stahlbau, Paul Ehrlich Str 14, D-67663 Kaiserslautern, Germany
[3] Graz Univ Technol, Inst Betonbau, Lessingstr 25, A-8010 Graz, Austria
来源：
STAHLBAU | 2021年 / 90卷 / 07期
关键词：
composite slabs; shear force capacity; engineering model; proposal for standards; experimental investigations;
D O I：
10.1002/stab.202100030
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Up to now, no independent model for the shear design of composite slabs under the consideration of the two types of longitudinal reinforcement - metal sheet and reinforcing steel - exists. Therefore, extensive investigations were conducted at Technische Universitat Kaiserslautern. The research project was completed recently. A new engineering model, which was calibrated on tests, was developed. Furthermore, the engineering model was transferred into a design model. In this paper the experimental investigations are presented as well as the engineering model.
引用
收藏
页码：478 / 485
页数：8
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