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| This report is an archived publication and may contain dated technical, contact, and link information |
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Publication Number: FHWA-HRT-04-097
Date: August 2007 |
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Measured Variability Of Southern Yellow Pine - Manual for LS-DYNA Wood Material Model 143PDF Version (2.92 MB)
PDF files can be viewed with the Acrobat® Reader® APPENDIX B. QUADRATIC EQUATIONS FIT TO MOISTURE CONTENT DATA
Figure 36. Effect of moisture content on tensile modulus parallel to the grain. Source: Forest Products Laboratory (14).
Figure 37. Effect of moisture content on tensile modulus perpendicular to the grain. Source: Forest Products Laboratory (14).
Figure 38. Effect of moisture content on tensile strength parallel to the grain. Source: Forest Products Laboratory (14).
Figure 39. Effect of moisture content on tensile strength perpendicular to the grain. Source: Forest Products Laboratory (14).
Figure 40. Effect of moisture content on compressive strength parallel to the grain. Source: Forest Products Laboratory (14).
Figure 41. Effect of moisture content on compressive strength perpendicular to the grain. Source: Forest Products Laboratory (14).
Figure 42. Effect of moisture content on shear strength parallel to the grain. Source: Forest Products Laboratory (14). No measurements were made for shear strength perpendicular to the grain.
Figure 43. Effect of moisture content on mode I fracture intensity. Source: Forest Products Laboratory (14).
Figure 44. Effect of moisture content on mode II fracture intensity. Source: Forest Products Laboratory (14). |
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Topics: research, safety, infrastructure, structures, materials Keywords: research, safety, infrastructure, structures, materials, wood, LS-DYNA, orthotropic, material model, damage, rate effects, guardrail TRT Terms: guardrails, wood Updated: 04/12/2012
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