Related Experiment Video
Updated: Sep 10, 2025

3D Printing and In Situ Surface Modification via Type I Photoinitiated Reversible Addition-Fragmentation Chain Transfer Polymerization
Published on: February 18, 2022
Evaluation of PLA and PETG as 3D-Printed Reference Materials for Compressive Strength Testing
Bartosz Budziński1, Karol Federowicz1
1Faculty of Civil and Environmental Engineering, West Pomeranian University of Technology in Szczecin, 70-310 Szczecin, Poland.
3D printing offers a novel way to create reference materials for construction testing. Polyethylene terephthalate glycol-modified (PETG) shows better long-term stability than polylactic acid (PLA) for compressive strength measurements.
Area of Science:
- Materials Science
- Civil Engineering
- Manufacturing Technology
Background:
- Reliable reference materials are crucial for validating compressive strength tests in construction.
- Current reference materials may lack consistency or are expensive.
- 3D printing technology presents an accessible method for fabricating custom testing materials.
Purpose of the Study:
- To investigate the feasibility of using 3D printing to create reference materials for compressive strength testing.
- To evaluate the influence of printing parameters (infill density, temperature) and material properties (PLA vs. PETG) on compressive strength.
- To assess the long-term stability and repeatability of 3D printed reference materials.
Main Methods:
- Fused Deposition Modeling (FDM) 3D printing was used to fabricate cubic samples from Polylactic Acid (PLA) and Polyethylene Terephthalate Glycol-modified (PETG).
- Samples with varying infill densities were subjected to compressive strength testing.
- The effect of storage time and ambient temperature fluctuations on test results was analyzed.
Main Results:
- Both PLA and PETG showed a strong linear correlation between infill density and compressive strength.
- PLA exhibited higher initial compressive strength (up to 70.7 kN) compared to PETG (up to 44.1 kN).
- PETG demonstrated superior long-term stability, with less variability in results after 31 days compared to PLA.
Conclusions:
- 3D printed materials, particularly PETG, show promise as repeatable reference materials for compressive strength testing in civil engineering quality control.
- PETG's aging resistance makes it a more suitable candidate for durable reference standards than PLA.
- This research provides a pathway to developing accessible and reliable mechanical reference materials for destructive testing applications.
Related Concept Videos
Plastic Behavior
Strength of Cement
For compressive strength tests, ASTM C 109-05 standards prescribe a cement-sand mix ratio of 1:2.75 and a water/cement ratio of 0.485 for making 2-inch cubes. These cubes are mixed, cast, and cured in saturated lime water at 23°C until testing. Flexural strength testing, outlined in...
Relation Between Tensile Strength and Compressive Strength of Concrete

