This standard is issued under the fixed designation F; the number 1 This test method is under the jurisdiction of ASTM Committee F07 on. Standard Test Method for Mechanical Hydrogen Embrittlement Evaluation of Plating/Coating Processes and Service Environments. ASTM F TYPE 1A2Â. Hydrogen Embrittlement Bar. GSS CRING-small. jpg ASTM F Type 1DÂ (C-Ring).

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ASTM F describes sustained load testing (SLT) of high strength steels to evaluate the possibility of hydrogen embrittlement. Assured Testing Services provides Hydrogen Embrittlement Testing using notched test bars to ASTM F Dimensions of ASTM F (type 1e) single edge-notched bend square bar specimen. (Online version in colour.) Test specimens are manufactured from raw .

They are then tested under load in the service 7.

Test Specimens environment. The sequence of exposure to the environment and loading shall be as defined in Annex A5. Significance and Use are given for the two types of specimens in the following annexes: 4. It is intended to be used as a qualification test for new Bath composition: plating processes and as a periodic inspection audit for the Cadmium as CdO 4.

Hydrogen Embrittlement Testing

NaCN 4. Brightener such as 2.

F 7. An equivalent plating or 7.

For 7. B shall be tensile tested per Test Methods E 8 as in Table 2 and for the 90 notch.

The diameter or dimensions of and tempered, hot or cold drawn bar stock, AISI steel per the bare metal specimen shall be used in the stress calculations. Test Method E XX XXX Notch better. The other surfaces shall have a finish of 63 RMS or dimension verified with better.

Hydrogen Embrittlement (HE) Testing

Single-point 1 Notched Fracture 10 ea NFS of each specimen turning of the notch configuration is not permitted. If the underlying substrate becomes exposed, a reduction reaction on the exposed steel surface simultaneously results in the evolution of hydrogen in quantities that are significantly greater than for uncoated steel.

When a high-strength fastener is tensioned, a stress concentration gradient causes atomic hydrogen to migrate to locations of greatest stress. For a threaded bolt these locations are the first engaged thread and at the head—body junction.

As higher concentrations of hydrogen collect at these locations, steel that is normally ductile transitions to being brittle. Eventually, the concentration of stress and hydrogen in one location causes a brittle microcrack. The microcrack continues to grow as hydrogen moves to follow the tip of the propagating crack, until the fastener is overloaded and finally fractures.

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The mechanism of hydrogen damage causes the fastener to fail at stresses that are significantly lower than its basic material strength as determined by a standard tensile test [ 4 , 5 ]. Theoretical models that describe hydrogen damage mechanisms under idealized conditions have been proposed since the s. In the specific context of high-strength steel, these models are based on two complementary theories of decohesion [ 6 , 7 ] and hydrogen-enhanced local plasticity HELP [ 8 , 9 ].

Given the complexity of HE phenomena, hydrogen damage models continue to evolve and be refined [ 10 ].

Traps are typically classified as reversible or non-reversible based on their bonding energies. A suitable protection from discoloration due to surface oxidation shall be used during the stress relief bake. Procedure Stripping and reuse of specimens are prohibited.

Hydrogen Embrittlement (HE) Testing

If the grip area is masked, this fact shall be reported. Actual fracture times may be electronically monitored with a relay switch system. Self-loading specimen Types 1b, 1c, 1d and 2a may need to be examined using magnetic particle per Practice E or liquid penetrant per Practice E to determine if a crack initiated but did not propagate due to load relaxation.

If the failure is determined to be anomalous, retesting per NOTE 3The lot acceptance and sensitivity record or report may be provided by the specimen manufacturer.Deviations from the baseline shall be reported as required by A suitable means of protection is to coat the specimen with a corrosion preventive compound meeting the requirements of MIL-PRF, Grade 2.

The test machine shall have a minimum load capacity of 10 kips to measure the NFS in accordance with Table 1.


Notch better. Significance and Use are given for the two types of specimens in the following annexes: 4.

Summary of Test Methods 6. Stripping and reuse of specimens are prohibited. Keywords

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