Mechanical properties of fasteners made of carbon steel and alloy steel - Bolts, screws and studs with specified property classes. Coarse thread and fine pitch thread

Mechanical properties of fasteners made of carbon steel and alloy steel - Bolts, screws and studs with specified property classes. Coarse thread and fine pitch thread

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BS EN ISO 898-1:2009 Mechanical properties of fasteners made of carbon steel and alloy steel. Bolts, screws and studs with specified property classes. Coarse thread and fine pitch thread

BS EN ISO 898-1 specifies mechanical and physical properties of bolts, screws and studs made of carbon steel and alloy steel when tested at an ambient temperature range of 10 °C to 35 °C. They might not retain the specified mechanical and physical properties at higher or lower temperatures.

BS EN ISO 898-1 applies to bolts, screws and studs:

a) Made of carbon steel or alloy steel

b) Having triangular ISO metric screw thread according to ISO 68-1

c) With coarse pitch thread M1,6 to M39, and fine pitch thread M8×1 to M39×3

d) With diameter/pitch combinations according to ISO 261 and ISO 262

e) Having thread tolerances according to ISO 965-1, ISO 965-2 and ISO 965-4

It does not apply to set screws and similar threaded fasteners not under tensile stresses (see ISO 898-5).

It does not specify requirements for such properties as:

  • Weldability
  • Corrosion resistance
  • Resistance to shear stress
  • Torque/clamp force performance
  • Fatigue resistance.

Contents of BS EN ISO 898-1:

  • Foreword
  • Scope
  • Normative references
  • Terms and definitions
  • Symbols and abbreviated terms
  • Designation system for property classes
  • Materials
  • Mechanical and physical properties
  • Applicability of test methods
  • General
  • Loadability of fasteners
  • Manufacturer's control
  • Supplier's control
  • Purchaser's control
  • Feasible tests for groups of fasteners and machined test pieces
  • Test methods
  • Tensile test under wedge loading of finished bolts and screws (excluding studs)
  • Tensile test for finished bolts, screws and studs for determination of tensile strength, Rm
  • Tensile test for full-size bolts, screws and studs for determination of elongation after
  • fracture, Af, and stress at 0,004 8 d non-proportional elongation, Rpf
  • Tensile test for bolts and screws not expected to break in free threaded length due to head design
  • Tensile test for fasteners with waisted shank
  • Proof load test for finished bolts, screws and studs
  • Tensile test for machined test pieces
  • Head soundness test
  • Hardness test
  • Decarburization test
  • Carburization test
  • Retempering test
  • Torsional test
  • Impact test for machined test pieces
  • Surface discontinuity inspection
  • Marking
  • General
  • Manufacturer's identification mark
  • Marking and designation of fasteners with full loadability
  • Marking and designation of fasteners which, because of their geometry, have reduced
  • loadability
  • Marking of packages
  • Relation between tensile strength and elongation after fracture
  • Influence of elevated temperatures on mechanical properties of fasteners
  • Elongation after fracture for full-size fasteners
  • Bibliography