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

页码：478 / 485

页数：8

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