Structural Timber And Glulam In Compression Perpendicular To Grain

Preben Hoffmeyer; Lars Damkilde; T.N. Pedersen

doi:10.1007/s001070050390

Structural Timber And Glulam In Compression Perpendicular To Grain

Preben Hoffmeyer, Lars Damkilde, T.N. Pedersen

Publikation: Bidrag til tidsskrift › Tidsskriftartikel › Forskning › peer review

37 Citationer (Scopus)

Abstract

The characteristic strength values for compression perpendicular to grain as they appear in EN 338 (structural timber) and prEN 1193 (glulam) are currently up for discussion. The present paper provides experimental results based on EN 1193 that may assist in the correct assignment of such strength values.

Originalsprog	Engelsk
Tidsskrift	Holz als Roh- und Werkstoff
Vol/bind	58
Udgave nummer	1-2
Sider (fra-til)	73-80
ISSN	0018-3768
DOI	https://doi.org/10.1007/s001070050390
Status	Udgivet - 2000
Udgivet eksternt	Ja

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title = "Structural Timber And Glulam In Compression Perpendicular To Grain",

abstract = "The characteristic strength values for compression perpendicular to grain as they appear in EN 338 (structural timber) and prEN 1193 (glulam) are currently up for discussion. The present paper provides experimental results based on EN 1193 that may assist in the correct assignment of such strength values.",

author = "Preben Hoffmeyer and Lars Damkilde and T.N. Pedersen",

year = "2000",

doi = "10.1007/s001070050390",

language = "English",

volume = "58",

pages = "73--80",

journal = "Holz als Roh- und Werkstoff",

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TY - JOUR

T1 - Structural Timber And Glulam In Compression Perpendicular To Grain

AU - Hoffmeyer, Preben

AU - Damkilde, Lars

AU - Pedersen, T.N.

PY - 2000

Y1 - 2000

N2 - The characteristic strength values for compression perpendicular to grain as they appear in EN 338 (structural timber) and prEN 1193 (glulam) are currently up for discussion. The present paper provides experimental results based on EN 1193 that may assist in the correct assignment of such strength values.

AB - The characteristic strength values for compression perpendicular to grain as they appear in EN 338 (structural timber) and prEN 1193 (glulam) are currently up for discussion. The present paper provides experimental results based on EN 1193 that may assist in the correct assignment of such strength values.

U2 - 10.1007/s001070050390

DO - 10.1007/s001070050390

M3 - Journal article

SN - 0018-3768

VL - 58

SP - 73

EP - 80

JO - Holz als Roh- und Werkstoff

JF - Holz als Roh- und Werkstoff

IS - 1-2

ER -

Structural Timber And Glulam In Compression Perpendicular To Grain

Abstract

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