Table 2. Standards and test methods for OSB

Property ISO (2009) JIS (2015) KDS (2018) Test method
GP-REG1) 10-18 mm LB-REG2) 10-18 mm LB-MR3) 10-18 mm HLB-MR4) 10-18 mm Structural PB/OSB 9 mm Structural OSB
≥ 11 mm ≥ 15 mm ≥ 18 mm
ISO General requirements Thickness (mm) ± 0.8 ± 0.8 ± 0.8 ± 0.8 - - ISO (2003b)
Moisture content (%) 2-12 2-12 2-12 2-12 - - ISO (2003e)
Tolerance on the mean density within a board (g/cm3, %) ± 15 ± 15 ± 15 ± 15 - - ISO (2003a)
Formaldehyde emission (mg/L) - - - - - - ISO (2016)
Requirements for specified mechanical and swelling properties Bending strength (MPa) ||5) ≥ 18 ≥ 20 ≥ 20 ≥ 28 - - ISO(2003d)
6) ≥ 9 ≥ 10 ≥ 10 ≥ 15 - -
Modulus of elasticity in bending (MPa) || ≥ 2,500 ≥ 3,500 ≥ 3,500 ≥ 4,800 - -
≥ 1,200 ≥ 1,400 ≥ 1,400 ≥ 1,900 - -
Intemal bond (MPa) ≥ 0.28 ≥ 0.32 ≥ 0.32 ≥ 0.45 - - ISO (2003h)
Swelling in thickness (%) ≤ 25 ≤ 20 ≤ 15 ≤ 12 - - ISO (2003g)
Requirements for moisture resistance Internal bond alter boil test (MPa) - - ≥ 0.13 ≥ 0.15 - - ISO (2003f)
JIS Bending strength in wet conditions (N/mm2) || - - - - ≥ 9 - ISO (2005)
- - - - ≥ 9 - JIS (2015)
Nail-head pull-through force (kN) - - - - ≥ 1 - JIS (2015)
Lateral nail resistance (kN) || - - - - ≥ 1 - JIS (2015)
KDS Allowable bending strength for structural wood-based panels (MPa) || ≥ 6.9 ≥ 7.3 ≥ 6.7 KSA (2017)
≥ 2.1 ≥ 2.6 ≥ 2.7
Allowable modulus of elasticity in bending for structural wood-baed panels (MPa) II ≥ 6,500 ≥ 7,400 ≥ 7,800
≥ 1,200 ≥ 1,700 ≥ 1,600
OSB GP-REG: General purpose non-load-bearing OSB for interior fitment for use in dry conditions.
OSB LB-REG: Load-bearing OSB for use in dry conditions.
OSB LB-MR: Load-bearing OSB for use in humid conditions.
OSB HLB-MR: Heavy duty load-bearing OSB for use in humid conditions.
Major axis.
Minor axis.
OSB: oriented strand board, ISO: International Organization for Standardization, JIS: Japanese Industrial Standards, KDS: Korean Design Standard, KSA: Korea Standards Associations.