Materials / Compare
SLS PA12 Nylon vs. DMLS 17-4PH Stainless Steel
Compare SLS PA12 Nylon vs. DMLS 17-4PH Stainless Steel strength, stiffness, weight and thermal properties.
| Try it on a partA bracket to run stress or thermal on, free in your browser | Open in LessCAD | Open in LessCAD |
|---|---|---|
| Mechanical | ||
| Yield strength | not given (tensile used) | 861MPasourcemean, as built, horizontal (N=72) |
| Ultimate tensile strength | 48MPasourcetypical | 886MPasourcemean, as built, horizontal (N=72) |
| Elongation at break | 18%sourcetypical | 19.9%sourcemean at break, as built, horizontal |
| Young's modulus (stiffness) | 1.65GPasourcetypical | 197GPasourcebase material: wrought 17-4 PH, Condition H 900 (Cleveland-Cliffs) |
| Density | 930kg/m³sourcetypical | 7,790kg/m³sourcemean part density (ISO 3369) |
| Strength to weight | 51.6kN·m/kg | 110kN·m/kg2.14x higher |
| Stiffness to weight | 1.77MN·m/kg | 25.3MN·m/kg14.3x higher |
| Poisson's ratio | not sourced | 0.272sourcebase material: wrought 17-4 PH, all conditions (Cleveland-Cliffs) |
| Shear modulus | not sourced | 77.4GPa |
| Bulk modulus | not sourced | 144GPa |
| Speed of sound | 1,332m/s | 5,029m/s |
| Thermal | ||
| Thermal conductivity | not sourced | 17.9W/m·Ksourcebase material: wrought 17-4 PH, Condition H 900, at 149 °C (Cleveland-Cliffs) |
| Thermal expansion | not sourced | 10.4µm/m·Ksourcemean 25-100 °C, ASTM E228, AFTER atmospheric heat treatment (as-built value not published) |
| 100 mm part over a 50 °C swing | not sourced | 52µm growth |
| Specific heat | not sourced | 460J/kg·Ksourcebase material: wrought 17-4 PH, Condition A, 0-100 °C (Cleveland-Cliffs) |
| Heats up and cools (diffusivity) | not sourced | 5mm²/s |
| Thermal shock resistance | not sourced | 5,474W/m |
| Melting point | 176°Csourcetypical | not sourced |
| Max service temperature | 64°CsourceHDT 1.8 MPa, X orientation | not sourced |
| Values for | EOS PA 2200 (PA12) Material Data Sheet, process parameter 'Balance' at 120 µm layer thickness, X orientation, dry (conditioned values not given). Live MDS status 04.10.2026, last changed 10.09.2026; PDF via ?topdf=... link on the same page. | EOS StainlessSteel 17-4PH IndustryLine (powder 9011-0041), EOS M 290, 40 µm, default job 17-4PH_040_StainlessM291_100, as built, horizontal; ISO 6892 & ASTM E8M |
Every value links to the document that states it. "Not sourced" means no citable source states it (or only a specification minimum); figures computed from it are left out too.
SLS PA12 Nylon and DMLS 17-4PH Stainless Steel are 3D printed: their properties depend on build direction and print settings; these are typical values.
Questions
Is SLS PA12 Nylon stronger than DMLS 17-4PH Stainless Steel?
DMLS 17-4PH Stainless Steel is stronger: its yield strength is 861 MPa against tensile strength 48 MPa for SLS PA12 Nylon (17.9x).
Which is lighter, SLS PA12 Nylon or DMLS 17-4PH Stainless Steel?
SLS PA12 Nylon is lighter: 930 kg/m³ against 7,790 kg/m³ for DMLS 17-4PH Stainless Steel.
Which is stiffer, SLS PA12 Nylon or DMLS 17-4PH Stainless Steel?
DMLS 17-4PH Stainless Steel is stiffer: Young's modulus 197 GPa against 1.65 GPa for SLS PA12 Nylon, so the same part in DMLS 17-4PH Stainless Steel deflects less under the same load.
Which is lighter for the same job, SLS PA12 Nylon or DMLS 17-4PH Stainless Steel?
For the same stiffness or strength: SLS PA12 Nylon is lighter for a stiff panel or plate, strong beam, strong panel or plate; DMLS 17-4PH Stainless Steel is lighter for a stiff rod or tie (tension), stiff beam (bending), strong rod or tie.
| Part that must be | SLS PA12 Nylon | DMLS 17-4PH Stainless Steel |
|---|---|---|
| Stiff rod or tie (tension) | 14.3x heavier | lighter |
| Stiff beam (bending) | 30% heavier | lighter |
| Stiff panel or plate | lighter | 1.7x heavier |
| Strong rod or tie | 2.14x heavier | lighter |
| Strong beam | lighter | 22% heavier |
| Strong panel or plate | lighter | 1.98x heavier |
For the same stiffness or strength, mass scales with density over stiffness (or strength) raised to a power set by how the part is loaded: 1 for a rod in tension, 1/2 for a beam in bending, 1/3 for a panel (the standard material-selection indices).
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