Monte-Carlo Simulation Model for Predicting the Tensile Strength Distribution of Cross Laminated Timber

Author:

OGAWA Keita1,IDO Hirofumi1,HARADA Masaki1,NAGAO Hirofumi1,KATO Hideo1,MIYATAKE Atsushi1

Affiliation:

1. Forestry and Forest Products Research Institute

Publisher

Society of Materials Science, Japan

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science

Reference17 articles.

1. 1) R. Brandner, G. Flatscher, A. Ringhofer, G. Schickhofer and A. Thiel, “Cross laminated timber (CLT): overview and development”, European Journal of Wood and Wood Products, Vol. 74, Issue 3, pp.331-351 (2016).

2. 2) M. Okabe, “Potentialities for utilization of CLT Panel on timber building”, Mokuzai Kogyo, Vol. 69, No. 12, pp. 578-583 (2014).

3. 3) H. Ido, H. Nagao, M. Harada, H. Kato, J. Ogiso and A. Miyatake, “Effects of the width and lay-up of sugi cross-laminated timber (CLT) on its dynamic and elastic moduli, and tensile strength”, Journal of Wood Science, Vol. 62, Issue 1, pp. 101-108 (2016).

4. 4) H. J. Blass and P. Fellmoser, “Design of solid wood panels with cross layers”, Proceedings of World Conference on Timber Engineering, Vol. 2, pp. 543-548, June 14-17, Finland (2004).

5. 5) FP Innovations, “CLT Handbook Chapter 3 Structural design of cross-laminated timber elements”, pp. 12-14 (2011).

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