TY - JOUR
AU - Heinisuo, Markku
AU - Pajunen, Sami
PY - 2021/12/22
Y2 - 2022/01/25
TI - CLT beam analysis using classical elastic theory of layered beams
JF - Rakenteiden Mekaniikka
JA - RakMek
VL - 54
IS - 4
SE - Artikkelit
DO - 10.23998/rm.107868
UR - https://rakenteidenmekaniikka.journal.fi/article/view/107868
SP -
AB - <p>The classical elastic theory of layered beams is used for the analysis of cross laminated timber (CLT) beams. A brief introduction of the theory is given and followed by examples. The theory of layered beams offers a widely studied, well established method for the analysis the CLT beams including displacements and stresses of each layer of the beam. It is shown that the theoretical basis of the widely used Shear Analogy is the same as the theoretical basis of the theory of layered beams. The results are compared to test results and to results of the finite element calculations. It is seen that the deflections and strains are in 10 % fractals in mean in the considered cases. The theory of layered beams seems to be suitable method in the analysis of the CLT beams at the elastic phase.</p>
ER -