Shear resistance of prestressed hollow core slabs on flexible supports - Part 1: Model derivation

被引：5

作者：

Roggendorf, Thomas ^{[1
]}

Hegger, Josef ^{[2
,3
]}

机构：

[1] H P Ingenieure GmbH & Co KG, D-52072 Aachen, Germany

[2] Rhein Westfal TH Aachen, Lehrstuhl Massivbau, D-52074 Aachen, Germany

[3] Rhein Westfal TH Aachen, Inst Massivbau, D-52074 Aachen, Germany

来源：

BETON- UND STAHLBETONBAU | 2011年 / 106卷 / 08期

关键词：

D O I：

10.1002/best.201100032

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Shear resistance of prestressed hollow core slabs on flexible supports Part 1: Model derivation The shear resistance of hollow core slabs is considerably reduced when the slabs are bedded on flexible supports like slender beams or girders instead of rigid walls. So far, there is no standardised design concept to determine the residual bearing capacity appropriately This paper describes the derivation of a design model to determine the shear resistance of precast prestressed hollow core slabs on flexible supports.

引用

页码：531 / 539

页数：9

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