RELATIONSHIP BETWEEN GLOBAL AND LOCAL MODULUS OF ELASTICITY IN BEAMS OF ARGENTINEAN Eucalyptus grandis

dc.creator	PITER,J.C
dc.creator	ZERBINO,R.L
dc.creator	BLAß,H.J
dc.date	2003-01-01
dc.date.accessioned	2019-04-25T12:43:53Z
dc.date.available	2019-04-25T12:43:53Z
dc.identifier	https://scielo.conicyt.cl/scielo.php?script=sci_arttext&pid=S0718-221X2003000200002
dc.identifier.uri	http://revistaschilenas.uchile.cl/handle/2250/61401
dc.description	The present paper reports the results of an investigation regarding the relationship between the global and the local Modulus of Elasticity in sawn timber of Argentinean Eucalyptus grandis. For this purpose an empirical research project with 50 beams in structural sizes subjected to bending was carried out. The results obtained according to European standards show the values of both types of Modulus of Elasticity and the influence of the more important strength and stiffness reducing growth characteristics on their variation, as well as give evidence of the effectiveness of the criterion established in the American standard ASTM D 198 (1999) for correcting the influence of shear on the global Modulus of Elasticity
dc.format	text/html
dc.language	en
dc.publisher	Universidad del Bío-Bío
dc.relation	10.4067/S0718-221X2003000200002
dc.rights	info:eu-repo/semantics/openAccess
dc.source	Maderas. Ciencia y tecnología v.5 n.2 2003
dc.subject	Eucalyptus grandis
dc.subject	Modulus of Elasticity
dc.subject	stiffness
dc.subject	shear strains
dc.title	RELATIONSHIP BETWEEN GLOBAL AND LOCAL MODULUS OF ELASTICITY IN BEAMS OF ARGENTINEAN Eucalyptus grandis