Structural design for compression strength perpendicular to the grain of timber beams

被引：33

作者：

Leijten, A. J. M. ^{[1
]}

Larsen, H. J. ^{[2
]}

Van der Put, T. A. C. M. ^{[3
]}

机构：

[1] Eindhoven Univ Technol, Fac Architecture & Bldg Tech, NL-5600 MB Eindhoven, Netherlands

[2] IVALSA, IT-38010 San Michele All Adige, Italy

[3] Delft Univ Technol, Fac Civil Engn, NL-2600 GA Delft, Netherlands

来源：

CONSTRUCTION AND BUILDING MATERIALS | 2010年 / 24卷 / 03期

关键词：

Deformation; Engineering; Strength; Timber; Perpendicular to grain; Structural;

D O I：

10.1016/j.conbuildmat.2009.08.042

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In design of timber structures the compressive strength perpendicular to the grain is important. Currently, there is no reliable model that accounts for beam size and load situations while the standardized test methods according to ASTM, ISO and CEN lead to very different strength values. In recent past, a number of models have been proposed to predict the perpendicular to grain strength. A data base that consists of 685 test results is used for the evaluation of some predicting models. It is only the model by Van der Put [13] that explains the different test results. (C) 2009 Elsevier Ltd. All rights reserved.

引用

页码：252 / 257

页数：6

共 16 条

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