Verhältnis zwischen Zug- und Biege-Elastizitätsmoduln von Vollholz

N. Burger; P. Glos

doi:10.1007/BF02716392

Verhältnis zwischen Zug- und Biege-Elastizitätsmoduln von Vollholz

N. Burger, P. Glos

Professur für Holztechnologie

Technische Universität München

Publikation: Beitrag in Fachzeitschrift › Artikel › Begutachtung

6 Zitate (Scopus)

Abstract

Based on available test results on structural timber (European Spruce) the relationships between modulus of elasticity (E) in bending according to prEN 408 and DIN 52186, between E in bending and in tension as well as between E in edgewise and flatwise bending were determined. Average E in bending acc. to prEN 408 is 9% higher than E acc. to DIN 52186 and 9% higher than E in tension. E determined in edgewise bending is about 17% higher than E determined flatwise.

Titel in Übersetzung	Relationship between modulus of elasticity in tension and bending for timber
Originalsprache	Deutsch
Seiten (von - bis)	73-74
Seitenumfang	2
Fachzeitschrift	European Journal of Wood and Wood Products
Jahrgang	53
Ausgabenummer	1
DOIs	https://doi.org/10.1007/BF02716392
Publikationsstatus	Veröffentlicht - Jan. 1995

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title = "Verh{\"a}ltnis zwischen Zug- und Biege-Elastizit{\"a}tsmoduln von Vollholz",

abstract = "Based on available test results on structural timber (European Spruce) the relationships between modulus of elasticity (E) in bending according to prEN 408 and DIN 52186, between E in bending and in tension as well as between E in edgewise and flatwise bending were determined. Average E in bending acc. to prEN 408 is 9% higher than E acc. to DIN 52186 and 9% higher than E in tension. E determined in edgewise bending is about 17% higher than E determined flatwise.",

author = "N. Burger and P. Glos",

year = "1995",

month = jan,

doi = "10.1007/BF02716392",

language = "Deutsch",

volume = "53",

pages = "73--74",

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AU - Glos, P.

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N2 - Based on available test results on structural timber (European Spruce) the relationships between modulus of elasticity (E) in bending according to prEN 408 and DIN 52186, between E in bending and in tension as well as between E in edgewise and flatwise bending were determined. Average E in bending acc. to prEN 408 is 9% higher than E acc. to DIN 52186 and 9% higher than E in tension. E determined in edgewise bending is about 17% higher than E determined flatwise.

AB - Based on available test results on structural timber (European Spruce) the relationships between modulus of elasticity (E) in bending according to prEN 408 and DIN 52186, between E in bending and in tension as well as between E in edgewise and flatwise bending were determined. Average E in bending acc. to prEN 408 is 9% higher than E acc. to DIN 52186 and 9% higher than E in tension. E determined in edgewise bending is about 17% higher than E determined flatwise.

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M3 - Artikel

AN - SCOPUS:51649134507

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Verhältnis zwischen Zug- und Biege-Elastizitätsmoduln von Vollholz

Abstract

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