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Design of flat slabs for punching - European and North American practices

Research output: Journal contributions › Journal articles › Research › peer-review

Standard

Design of flat slabs for punching - European and North American practices. / Albrecht, Uwe.
In: CEMENT & CONCRETE COMPOSITES, Vol. 24, No. 6, 01.12.2002, p. 531-538.

Research output: Journal contributions › Journal articles › Research › peer-review

Harvard

Albrecht, U 2002, 'Design of flat slabs for punching - European and North American practices', CEMENT & CONCRETE COMPOSITES, vol. 24, no. 6, pp. 531-538. https://doi.org/10.1016/S0958-9465(01)00069-5

APA

Albrecht, U. (2002). Design of flat slabs for punching - European and North American practices. CEMENT & CONCRETE COMPOSITES, 24(6), 531-538. https://doi.org/10.1016/S0958-9465(01)00069-5

Vancouver

Albrecht U. Design of flat slabs for punching - European and North American practices. CEMENT & CONCRETE COMPOSITES. 2002 Dec 1;24(6):531-538. doi: 10.1016/S0958-9465(01)00069-5

Bibtex

@article{599ae9b7893f4cd7b42d21fb2be146c6,
title = "Design of flat slabs for punching - European and North American practices",
abstract = "Punching is a critical design case for reinforced concrete flat slabs but the provisions for punching shear design and detailing of the shear reinforcement differ considerably among the various European and American design codes. Therefore the thickness of the slab or the amount or distribution of shear reinforcement may vary between different countries. The punching shear capacity of concrete, the punching shear resistance with shear reinforcement and the relevant detailing provisions of four European, two American codes and the CEB-FIP Model Code will be compared. The provisions have been compared by analysing flat slabs with typical dimensions and reinforcement ratios. The possibilities and limitations of each code and the consequences in practice will be demonstrated, using the flat slab of an office building as an example. With regard to practical aspects, the importance of shear reinforcement that can easily be installed will be emphasised.",
keywords = "design codes, moment transfer, punching shear resistance, shear reinforcement, integrity reinforcement, Engineering",
author = "Uwe Albrecht",
year = "2002",
month = dec,
day = "1",
doi = "10.1016/S0958-9465(01)00069-5",
language = "English",
volume = "24",
pages = "531--538",
journal = "CEMENT & CONCRETE COMPOSITES",
issn = "0958-9465",
publisher = "Elsevier Ltd",
number = "6",

}

RIS

TY - JOUR

T1 - Design of flat slabs for punching - European and North American practices

AU - Albrecht, Uwe

PY - 2002/12/1

Y1 - 2002/12/1

N2 - Punching is a critical design case for reinforced concrete flat slabs but the provisions for punching shear design and detailing of the shear reinforcement differ considerably among the various European and American design codes. Therefore the thickness of the slab or the amount or distribution of shear reinforcement may vary between different countries. The punching shear capacity of concrete, the punching shear resistance with shear reinforcement and the relevant detailing provisions of four European, two American codes and the CEB-FIP Model Code will be compared. The provisions have been compared by analysing flat slabs with typical dimensions and reinforcement ratios. The possibilities and limitations of each code and the consequences in practice will be demonstrated, using the flat slab of an office building as an example. With regard to practical aspects, the importance of shear reinforcement that can easily be installed will be emphasised.

AB - Punching is a critical design case for reinforced concrete flat slabs but the provisions for punching shear design and detailing of the shear reinforcement differ considerably among the various European and American design codes. Therefore the thickness of the slab or the amount or distribution of shear reinforcement may vary between different countries. The punching shear capacity of concrete, the punching shear resistance with shear reinforcement and the relevant detailing provisions of four European, two American codes and the CEB-FIP Model Code will be compared. The provisions have been compared by analysing flat slabs with typical dimensions and reinforcement ratios. The possibilities and limitations of each code and the consequences in practice will be demonstrated, using the flat slab of an office building as an example. With regard to practical aspects, the importance of shear reinforcement that can easily be installed will be emphasised.

KW - design codes

KW - moment transfer

KW - punching shear resistance

KW - shear reinforcement

KW - integrity reinforcement

KW - Engineering

U2 - 10.1016/S0958-9465(01)00069-5

DO - 10.1016/S0958-9465(01)00069-5

M3 - Journal articles

VL - 24

SP - 531

EP - 538

JO - CEMENT & CONCRETE COMPOSITES

JF - CEMENT & CONCRETE COMPOSITES

SN - 0958-9465

IS - 6

ER -

DOI