Abstract
AbstractIn structural timber tests, unintended failure mechanisms occur frequently in specimens and their results are called censored data. There are two censored data analysis: censored maximum likelihood estimation (CMLE) and Kaplan–Meier (KM) method. In this study, the precision of the censored data analysis was investigated to determine the characteristic value, 5th percentile value, of the structural timber. The results show that (1) the 5th percentile value was underestimated by ordinary data analysis methods; maximum likelihood estimation (MLE) and Order statistics. (2) CMLE with 30% lower tail censored data and KM method provided much more precise 5th percentile value. (3) The amount of under-measurement (5 MPa, 10 MPa, and 15 MPa in this simulation study) did not show significant effect on the 5th percentile determination in CMLE and KM method, but the proportion of censored data (percentage of unintended failure specimen; 10%, 20%, 30%, and 40%) affected the determination of 5th percentile value. (4) CMLE with 30% lower tail censored data and KM method showed good agreement in case that the data included unintended failure data up to 20%.
Funder
Seoul National University
National Research Foundation of Korea
Publisher
Springer Science and Business Media LLC
Reference23 articles.
1. Pang SJ, Oh JK, Hong JP, Lee SJ, Lee JJ (2018) Stochastic model for predicting the bending strength of glued-laminated timber based on the knot area ratio and localized MOE in lamina. J Wood Sci 64:126–137
2. Yeh B, Williamson TG (2001) Evaluation of glulam shear strength using a fullsize four-point test method. In: Proceedings of CIB W. 18, International Council for Research and Innovation in Building and Construction, Venice, Italy, 22–24 August 2001
3. Pang SJ, Lee HJ, Yang SM, Kang SG, Oh JK (2019) Moment and shear capacity of Ply-lam composed with plywood and structural timber under out-of-plane bending. J Wood Sci. https://doi.org/10.1186/s10086-019-1847-8
4. Li M (2017) Evaluating rolling shear strength properties of cross-laminated timber by short-span bending tests and modified planar shear tests. J Wood Sci 63:331–337
5. Köhler J, Faber MH (2003) A probabilistic approach to cost optimal timber grading. In: Proceedings of CIB W. 18, International Council for Research and Innovation in Building and Construction, Colorado, USA, 11–14 August 2003
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