Effect of Long-Term Immersion in Low-Salinity Seawater on Epoxy Resin Composites Filled with Marine Secondary Raw Materials
Abstract
1. Introduction
2. Materials and Methods
2.1. Raw Materials
2.2. Composites
- A conventional epoxy resin, code RP 026 UV, with IPE 743 hardener, by Trias Chem (Polo di Torrile, Parma, Italy);
- A partially (30%) bio-based resin, code Super Sap CCR (Clear Casting Resin), with CCF (Clear Casting Fast) hardener, by Entropy Resins, Genoa, Italy.
2.3. Environmental Conditions
- At open sea (coordinates 42.46°, 17.29°), approximately at 20 nautical miles by the mouth of the bay;
- Inside Kotor’s Bay, in front of the Institute of Marine Biology, at the immersion site of the specimens (coordinates 42.43604°, 18.76342°).
3. Results and Discussion
3.1. Preliminary Analysis on Posidonia Oceanica Fibers
3.2. Biofouling Analysis of Waste-Based Structures in Kotor’s Bay
3.2.1. General Considerations
3.2.2. External Colonization Analysis
3.3. Analysis After Removal of Biofouling
- Weight measurement with respect to their initial (pre-immersion) weights to accurately assess whether the original material had been preserved;
- Shore D hardness tests to verify by a simple and reasonably accurate method if some strength had been retained, considering that other tests (e.g., flexural testing) would lead to unreliable results for the point-to-point variability of the sample properties;
- Macrophotographs and optical microscopy analysis to identify the surface differences sample by sample;
- Each sample was weighed before immersion (Starting Weight) and was weighed again after retrieval (Ending Weight). The biofouling material was then removed, and the percentage of weight gain was calculated. The obtained results (Figure 7) indicate a clear influence of material composition and exposure conditions on the absorption behavior. In general, specimens immersed at greater depths exhibited higher water uptake and biofouling accumulation compared to those positioned in the splashing zone, where prolonged dry periods and high solar radiation limited the moisture content and reduced the fouling effect to almost nothing. Among all samples, the highest weight increases were recorded for samples from Site 1, such as S1 (7.70%), T1 (7.67%), T2 (7.62%), A2 (7.42%), and BE1 (6.59%), suggesting that the siting of these materials made them more susceptible to water penetration and subsequent biological colonization. Conversely, samples from Site 3, such as T3 (0.09%), S3 (0.32%), BE3 (0.49%), and U3 (−0.04%), showed negligible variation, indicating higher resistance to water uptake and reduced fouling settlement. These results confirm that the water absorption capacity strongly depends on the polymer matrix type and the inclusion of natural fillers, which may alter the porosity and permeability of the composites. Furthermore, the synergy between the solidity of the structure and biofouling development highlights the relevance of surface properties in marine applications, where prolonged exposure can significantly affect both dimensional stability and long-term mechanical performance.
- Physical characterization, carried out by comparing the Shore D hardness of the samples and their weight variation (Δw) after a conditioning period, as from data reported in Table 5, was essential to observe the behavior of the composite. This allows ensuring its stability and durability and to understand how these materials react and degrade in response to environmental stimuli. From the calculation of the weight variation before and after of the samples, at all the sites, despite the loss of material and following the removal of bioconstructions, some increases in weight still emerged. Only at Site 3, where the samples had a lower if not quasi-absent degree of colonization by marine species, a decrease in the weight of the samples was evident. In measuring the material’s hardness, no evident differences between the samples were recorded. In some cases, namely Samples S at Site 1 and Site 2, and sample BE at Site 2, degradation did not allow for manual measurements to be taken on the front surface. There was a slight difference between the front surfaces, corresponding to the most degraded surfaces, and the rear ones, with a direct decrease in the hardness compared to the front. Samples S included 10% Posidonia, and their higher level of degradation was deemed to be due to the high salinity affecting the resin-confined lignocellulosic fibers when accessible to seawater [48]. It is also possible that for series T, with 15% Posidonia fibers, a higher level of adhesion with the matrix was obtained, which reduced the degradation effect.
- After six months of composite conditioning and the mechanical removal of as many protruding bioconstruction structures as possible, one can observe from the comparison between the epoxy resin (samples A) and the eco-epoxy resin (samples BA) at the three sites that degradation occurred mainly at Site 2. In particular, sample A2 showed a high level of degradation, with erosion of the material and growth of Balanus sp. (barnacles), gastropods, mussels, Lithophyllum incrustans (coralline algae; a typical coralligenous outcrop of this marine area [49]), and algae. It is also clearly evident that the growth rate on the eco-epoxy resin was considerably lower, a difference that might depend on variations in porosities (Figure 8).
4. Conclusions
Author Contributions
Funding
Data Availability Statement
Conflicts of Interest
Abbreviations
ASTM | American Society for Testing and Materials |
CDW | Construction and demolition waste |
Δw | Weight variation |
PO | Posidonia oceanica |
PSU | Practical salinity unit |
SEM | Scanning electron microscope |
Tatm | Atmospheric temperature |
Tsea | Sea surface temperature |
wa | Sample weight after sea conditioning |
wb | Sample weight at fabrication |
Appendix A
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Seashell | Calcite (%) | Aragonite (%) |
---|---|---|
Mussel (Mytilus galloprovincialis) | 75.7 | 24.3 |
Oyster (Ostrea edulis) | 98.5 | 1.5 |
Clam (Ruditapes decussatus) | 1.1 | 98.9 |
Category | Resin | Filler | Amount (%) |
---|---|---|---|
A | Epoxy | - | - |
R | Epoxy | Posidonia | 5 |
S | Epoxy | Posidonia | 10 |
T | Epoxy | Posidonia | 15 |
BA | Eco-Epoxy | - | - |
BB | Eco-Epoxy | Mussels | 15 |
BC | Eco-Epoxy | Oyster | 15 |
BD | Eco-Epoxy | Clam | 15 |
BE | Eco-Epoxy | Posidonia | 15 |
Samples | Site | Location |
---|---|---|
A1, R1, S1, T1, BA1, BB1, BC1, BD1, BE1 | 1 | On the bottom of the sea |
A2, R2, S2, T2, BA2, BB2, BC2, BD2, BE2 | 2 | Immersed just below the surface |
A3, R3, S3, T3, BA3, BB3, BC3, BD3, BE3 | 3 | On the pier |
Taxonomic Groups | Representative Species Observed |
---|---|
Algae | Sphacelaria sp. |
Polysiphonia sp. | |
Cladophora prolifera | |
Enteromorpha sp. | |
Hydrozoans | Eudendrium sp. |
Worms (polychaetes) | Spirorbis spirorbis |
Janua heterostropha | |
Anelida 1 | |
Anelida 2 | |
Molluscs | Mytilus galloprovincialis |
Arthropods | Perforatus perforatus |
Amphibalanus eburneus | |
Bryozoans | Cryptosula pallasiana |
Site 1 (2 m Depth) | Site 2 (0.5 m Depth) | Site 3 (Splashing Zone) | |||||||
---|---|---|---|---|---|---|---|---|---|
Series | Hardness (Front) | Hardness (Rear) | Δw (%) | Hardness (Front) | Hardness (Rear) | Δw (%) | Hardness (Front) | Hardness (Rear) | Δw (%) |
A | 78.2 ± 2.4 | 74.2 ± 3.8 | 3.09 | 73.4 ± 4.4 | 72.0 ± 4.9 | 5.44 | 80.0 ± 0.7 | 77.6 ± 3.4 | 0.93 |
R | 76.0 ± 2.0 | 75.2 ± 5.8 | 0.74 | 77.2 ± 2.6 | 76.2 ± 4.0 | 1.77 | 74.2 ± 3.7 | 73.0 ± 2.1 | −0.08 |
S | - * | 75.2 ± 6.1 | 0.58 | - * | 76.6 ± 3.9 | 3.04 | 76.0 ± 4.3 | 79.2 ± 3.1 | −0.49 |
T | 76.0 ± 3.2 | 74.4 ± 4.5 | 1.12 | 75.0 ± 3.2 | 77.2 ± 1.6 | 4.28 | 77.4 ± 2.1 | 77.6 ± 1.8 | −0.70 |
BA | 76.2 ± 0.8 | 76.2 ± 1.6 | 1.11 | 76.6 ± 1.9 | 75.4 ± 0.9 | 1.26 | 77.6 ± 2.4 | 77.8 ± 2.5 | 0.64 |
BB | 78.8 ± 3.8 | 79.0 ± 1.0 | 1.23 | 76.4 ± 4.3 | 76.2 ± 2.2 | 3.13 | 74.0 ± 2.5 | 78.8 ± 3.3 | 0.48 |
BC | 77.2 ± 2.7 | 77.8 ± 2.4 | 0.60 | 76.8 ± 2.5 | 74.8 ± 3.1 | 2.51 | 77.0 ± 2.9 | 75.8 ± 3.8 | 0.54 |
BD | 83.0 ± 0.7 | 74.6 ± 4.0 | 0.19 | 80.4 ± 1.5 | 77.8 ± 1.3 | 2.10 | 82.6 ± 1.1 | 77.6 ± 1.1 | 0.34 |
BE | 75.2 ± 1.8 | 75.0 ± 2.4 | 0.11 | - * | 75.6 ± 1.1 | 1.74 | 73.2 ± 2.5 | 75.4 ± 3.8 | −0.49 |
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Vicentini, G.; Santulli, C.; Mattiello, S.; Matassa, R.; Nikolić, D.; Petovic, S.; Pesic, A.; Gagic, R.; Felici, A.; Fragassa, C. Effect of Long-Term Immersion in Low-Salinity Seawater on Epoxy Resin Composites Filled with Marine Secondary Raw Materials. J. Mar. Sci. Eng. 2025, 13, 1985. https://doi.org/10.3390/jmse13101985
Vicentini G, Santulli C, Mattiello S, Matassa R, Nikolić D, Petovic S, Pesic A, Gagic R, Felici A, Fragassa C. Effect of Long-Term Immersion in Low-Salinity Seawater on Epoxy Resin Composites Filled with Marine Secondary Raw Materials. Journal of Marine Science and Engineering. 2025; 13(10):1985. https://doi.org/10.3390/jmse13101985
Chicago/Turabian StyleVicentini, Greta, Carlo Santulli, Sara Mattiello, Roberto Matassa, Danilo Nikolić, Slavica Petovic, Ana Pesic, Radmila Gagic, Alberto Felici, and Cristiano Fragassa. 2025. "Effect of Long-Term Immersion in Low-Salinity Seawater on Epoxy Resin Composites Filled with Marine Secondary Raw Materials" Journal of Marine Science and Engineering 13, no. 10: 1985. https://doi.org/10.3390/jmse13101985
APA StyleVicentini, G., Santulli, C., Mattiello, S., Matassa, R., Nikolić, D., Petovic, S., Pesic, A., Gagic, R., Felici, A., & Fragassa, C. (2025). Effect of Long-Term Immersion in Low-Salinity Seawater on Epoxy Resin Composites Filled with Marine Secondary Raw Materials. Journal of Marine Science and Engineering, 13(10), 1985. https://doi.org/10.3390/jmse13101985