Murray, Y. D., Reid, J. D., Faller, R. K., Bielenberg, B. W., & Paulsen, T. J. (2005). Evaluation of LS-DYNA Wood Material Model 143 (Report No. FHWA-HRT-04-096). United States. Federal Highway Administration. https://rosap.ntl.bts.gov/view/dot/40755
Murray, Yvonne D., John D. Reid, Ronald K. Faller, B. W. Bielenberg, and Tony J. Paulsen. Evaluation of LS-DYNA Wood Material Model 143. Report no. FHWA-HRT-04-096. United States. Federal Highway Administration, 2005. https://rosap.ntl.bts.gov/view/dot/40755.
Murray, Yvonne D., et al. Evaluation of LS-DYNA Wood Material Model 143. United States. Federal Highway Administration, 2005, Report no. FHWA-HRT-04-096, ROSA P. https://rosap.ntl.bts.gov/view/dot/40755.
Calculations are performed with the finite element code LS-DYNA to evaluate the performance of wood material model 143 and to set default material properties for southern yellow pine and Douglas fir. Correlations with published test data include static bending and compression simulations of dry timbers, static bending of saturated posts, and dynamic simulation of saturated posts impacted by bogie vehicles.
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The companion manual to this report is: Manual for LS-DYNA Wood Material Model 143 (FHWA-HRT-04-097)
Murray, Y. D., Reid, J. D., Faller, R. K., Bielenberg, B. W., & Paulsen, T. J. (2005). Evaluation of LS-DYNA Wood Material Model 143 (Report No. FHWA-HRT-04-096). United States. Federal Highway Administration. https://rosap.ntl.bts.gov/view/dot/40755
Murray, Yvonne D., John D. Reid, Ronald K. Faller, B. W. Bielenberg, and Tony J. Paulsen. Evaluation of LS-DYNA Wood Material Model 143. Report no. FHWA-HRT-04-096. United States. Federal Highway Administration, 2005. https://rosap.ntl.bts.gov/view/dot/40755.
Murray, Yvonne D., et al. Evaluation of LS-DYNA Wood Material Model 143. United States. Federal Highway Administration, 2005, Report no. FHWA-HRT-04-096, ROSA P. https://rosap.ntl.bts.gov/view/dot/40755.
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