scholarly journals Exposure of Glass Fiber Reinforced Polymer Composites in Seawater and the Effect on Their Physical Performance

Materials ◽  
2019 ◽  
Vol 12 (5) ◽  
pp. 807 ◽  
Author(s):  
Matteo Cavasin ◽  
Marco Sangermano ◽  
Barry Thomson ◽  
Stefanos Giannis

An innovative testing methodology to evaluate the effect of long-term exposure to a marine environment on Glass Fiber Reinforced Polymers (GFRPs) has been investigated and is presented in this paper. Up to one-year ageing was performed in seawater, to simulate the environment for offshore oil and gas applications. The performance of an epoxy and epoxy-based GFRP exposed at different temperatures from 25 to 80 °C was quantified. The materials were also aged in dry air, to de-couple the thermal effect from the seawater chemical action. Gravimetric testing and Dynamic Mechanical Analysis (DMA) were conducted in parallel on progressively aged specimens. The effect of specimen geometry and the anisotropic nature of diffusion are comprehensively discussed in this paper. For the quasi-infinite specimens, the results show an exponential increase in the seawater absorption rate with temperature. The methodology allowed for the prediction of the diffusivity at a temperature of 4 °C as 0.23 and 0.05 × 10−13 m2/s for the epoxy and the epoxy-based composite, respectively. The glass transition temperature reduces as sea water is absorbed, yet the sea water effects appear to be reversible upon drying.

Materials ◽  
2019 ◽  
Vol 12 (3) ◽  
pp. 379 ◽  
Author(s):  
Cristian Marro Bellot ◽  
Marco Sangermano ◽  
Massimo Olivero ◽  
Milena Salvo

Optical fiber sensors (OFSs), which rely on evanescent wave sensing for the early detection of the diffusion of water and hydrochloric acid through glass fiber-reinforced polymers (GFRPs), have been developed and tested. Epoxy and GFRP specimens, in which these sensors were embedded, were subjected to tests in artificial sea water and hydrochloric acid. The sensors were able to detect the diffusion of chemicals through the epoxy and GFRP samples on the basis of a drop in the reflected signal from the tip of the optical sensor probe. Water and hydrochloric acid diffusion coefficients were calculated from gravimetric measurements and compared with the experimental response of the OFSs. Furthermore, mechanical tests were carried out to assess the influence of the sensors on the structural integrity of the GFRP specimens.


2010 ◽  
Vol 17 (4) ◽  
pp. 363-372 ◽  
Author(s):  
Nesar Merah ◽  
Seyed Nizamuddin ◽  
Zafarullah Khan ◽  
Faleh Al-Sulaiman ◽  
Moeid Mehdi

2010 ◽  
Vol 17 (5) ◽  
pp. 417-426 ◽  
Author(s):  
Nesar Merah ◽  
Seyed Nizamuddin ◽  
Zafarullah Khan ◽  
Faleh Al-Sulaiman ◽  
Moeid Mehdi

Author(s):  
Priyadarsini Morampudi ◽  
Kiran Kumar Namala ◽  
Yeshwanth Kumar Gajjela ◽  
Majjiga Barath ◽  
Ganaparthy Prudhvi

2017 ◽  
Vol 165 ◽  
pp. 65-73 ◽  
Author(s):  
Davi M. Montenegro ◽  
Francesco Bernasconi ◽  
Markus Zogg ◽  
Matthias Gössi ◽  
Rafael Libanori ◽  
...  

Polymers ◽  
2020 ◽  
Vol 12 (11) ◽  
pp. 2532
Author(s):  
Rahima Shabeen Sirajudeen ◽  
Rajesh Sekar

Glass fiber reinforced polymers (GFRP), with their advantage of corrosion resistance, have potential to be used as structural members in civil engineering constructions. Pultruded GFRP angle section trusses could be used instead of steel sections in remote areas and in areas prone to corrosion. The objective of this paper is to study the strength of GFRP angle sections under concentric axial load. Glass fiber reinforced polymer (GFRP) made of E-glass and Isophthalic polyester resin and manufactured by pultrusion process was used for the experimental study. Two GFRP angle sections of size 50 × 50 × 6 mm and 50 × 50 × 4 mm and lengths 500 mm, 750 mm, and 1000 mm were chosen for the study. Further, finite experimental element analysis of the GFRP angle sections was done using ANSYS software and validated with the experimental results. The validated FE model was used for parametric studies varying the slenderness ratio and flange width to thickness ratio (b/t) ratio. It was observed that length of the specimen and thickness influenced the buckling load and buckling mode. An increase in b/t ratio from 8.3 to 12.5 decreases the load carrying capacity by almost 60% at a slenderness ratio of 50.


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