Abstract
Original language | English |
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Pages (from-to) | 252-257 |
Number of pages | 6 |
Journal | Construction and Building Materials |
Volume | 24 |
Issue number | 3 |
DOIs | |
Publication status | Published - 2010 |
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Structural design for compression strength perpendicular to the grain of timber beams. / Leijten, A.J.M.; Larsen, H.J.; Put, van der, T.A.C.M.
In: Construction and Building Materials, Vol. 24, No. 3, 2010, p. 252-257.Research output: Contribution to journal › Article › Academic › peer-review
TY - JOUR
T1 - Structural design for compression strength perpendicular to the grain of timber beams
AU - Leijten, A.J.M.
AU - Larsen, H.J.
AU - Put, van der, T.A.C.M.
PY - 2010
Y1 - 2010
N2 - 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.
AB - 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.
U2 - 10.1016/j.conbuildmat.2009.08.042
DO - 10.1016/j.conbuildmat.2009.08.042
M3 - Article
VL - 24
SP - 252
EP - 257
JO - Construction and Building Materials
JF - Construction and Building Materials
SN - 0950-0618
IS - 3
ER -