The bearing strength of timber beams on discrete supports

A.J.M. Jorissen; A.J.M. Leijten; B. Leijer, de

The bearing strength of timber beams on discrete supports

A.J.M. Jorissen, A.J.M. Leijten, B. Leijer, de

Material related Structural Design (MSD)

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › Academic › peer-review

Abstract

The bearing strength capacity at discrete intermediate or/and end supports or areas of load introduction are the focus of this paper. Experimental research backed up by FEM and optical techniques have been used to assess and quantify the strength affecting parameters. It is demonstrated that the stress dispersion model by Van der Put is very well suited for strength predicting associated with 10% deformation.

Original language	English
Title of host publication	Proceedings of CIB-W18 meeting fortythree, Christchurch (New Zealand), September 2010
Editors	H.J. Blass, R. Görlacher
Place of Publication	Karlsruhe
Publisher	Karlsruher Institut für Technologie
Pages	1-11
Publication status	Published - 2010
Event	43th CIB-W18 meeting, September 22-26, 2010, Christchurch, New Zealand - Christchurch, New Zealand Duration: 22 Sept 2010 → 26 Sept 2010

Conference

Conference	43th CIB-W18 meeting, September 22-26, 2010, Christchurch, New Zealand
Country/Territory	New Zealand
City	Christchurch
Period	22/09/10 → 26/09/10
Other	International Council for Research and Innovation in Building and Construction W18

Cite this

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title = "The bearing strength of timber beams on discrete supports",

abstract = "The bearing strength capacity at discrete intermediate or/and end supports or areas of load introduction are the focus of this paper. Experimental research backed up by FEM and optical techniques have been used to assess and quantify the strength affecting parameters. It is demonstrated that the stress dispersion model by Van der Put is very well suited for strength predicting associated with 10% deformation.",

author = "A.J.M. Jorissen and A.J.M. Leijten and {Leijer, de}, B.",

year = "2010",

language = "English",

pages = "1--11",

editor = "H.J. Blass and R. G{\"o}rlacher",

booktitle = "Proceedings of CIB-W18 meeting fortythree, Christchurch (New Zealand), September 2010",

publisher = "Karlsruher Institut f{\"u}r Technologie",

note = "43th CIB-W18 meeting, September 22-26, 2010, Christchurch, New Zealand ; Conference date: 22-09-2010 Through 26-09-2010",

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Jorissen, AJM, Leijten, AJM & Leijer, de, B 2010, The bearing strength of timber beams on discrete supports. in HJ Blass & R Görlacher (eds), Proceedings of CIB-W18 meeting fortythree, Christchurch (New Zealand), September 2010. Karlsruher Institut für Technologie, Karlsruhe, pp. 1-11, 43th CIB-W18 meeting, September 22-26, 2010, Christchurch, New Zealand, Christchurch, New Zealand, 22/09/10.

The bearing strength of timber beams on discrete supports. / Jorissen, A.J.M.; Leijten, A.J.M.; Leijer, de, B.
Proceedings of CIB-W18 meeting fortythree, Christchurch (New Zealand), September 2010. ed. / H.J. Blass; R. Görlacher. Karlsruhe: Karlsruher Institut für Technologie, 2010. p. 1-11.

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › Academic › peer-review

TY - GEN

T1 - The bearing strength of timber beams on discrete supports

AU - Jorissen, A.J.M.

AU - Leijten, A.J.M.

AU - Leijer, de, B.

PY - 2010

Y1 - 2010

N2 - The bearing strength capacity at discrete intermediate or/and end supports or areas of load introduction are the focus of this paper. Experimental research backed up by FEM and optical techniques have been used to assess and quantify the strength affecting parameters. It is demonstrated that the stress dispersion model by Van der Put is very well suited for strength predicting associated with 10% deformation.

AB - The bearing strength capacity at discrete intermediate or/and end supports or areas of load introduction are the focus of this paper. Experimental research backed up by FEM and optical techniques have been used to assess and quantify the strength affecting parameters. It is demonstrated that the stress dispersion model by Van der Put is very well suited for strength predicting associated with 10% deformation.

M3 - Conference contribution

SP - 1

EP - 11

BT - Proceedings of CIB-W18 meeting fortythree, Christchurch (New Zealand), September 2010

A2 - Blass, H.J.

A2 - Görlacher, R.

PB - Karlsruher Institut für Technologie

CY - Karlsruhe

T2 - 43th CIB-W18 meeting, September 22-26, 2010, Christchurch, New Zealand

Y2 - 22 September 2010 through 26 September 2010

ER -

The bearing strength of timber beams on discrete supports

Abstract

Conference

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