Aluminum Tri-hydrate (ATH) can be effectively used to increase fire resistance of Fiber-Reinforced Polymer (FRP) materials. This paper studies the effect of ATH filler on mechanical properties of Glass FRP (GFRP) material, based on compression, tension, shear and flexural test results from three types of GFRP materials with the amount of 0% (control), 25%, and 50% ATH filler by weight of the resin. It was found that the control was the strongest for all tests except for flexure, which is 3% lower than the flexural strength of 25% ATH sample. The compressive strength dropped 19% and 25% for 25% and 50% ATH loadings, respectively, compared to the control. For shear and tensile strengths, the 25% ATH sample acted similarly to the control, but the 50% ATH sample had a significantly lower strength. For stiffness, changing the additive amount from 0% to 50% had only small changes for compression, tension, and flexure. It can be concluded that adding ATH generally decreases the strength and makes FRP more brittle. The performance of a 25% ATH loading is comparable to the control except compression, while a 50% ATH loading has a more significant effect on the mechanical properties of the GFRP. The data presented in this paper can be used to develop fire-resistant FRP systems.
The purpose of this study was to facilitate and improve the methodology used for hot mixture asphalt fracture evaluation and to establish a procedure to overcome the difficulty of preparation of hot mixture asphalt beam samples for fracture testing. This research investigated and compared the stress intensity factor (KIC) determined by two test set-ups: the semi-circular notched beam and the single edge notched beam tests. In addition, the temperature effect was evaluated by the determination of KIC at different temperatures. Two Superpave mixtures were used for experimental verifications. Results illustrated that there was no significant difference between KIC determined by semi-circular notched beam and single edge notched beam tests within the acceptable statistical margin of error. Finite-element and discrete-element models were created to aid in the verification of the results from the laboratory tests. Further, the evaluation of KIC by semi-circular notched beam at different temperatures showed a similar pattern for all tested mixtures. It was observed that the linear elastic fracture mechanics theory restrictions were not violated when determining KIC for all testing conditions. Overall results suggested that the semi-circular notched beam test can be used for fracture evaluation of hot mixture asphalt, as a screening tool for weak mixtures due to its simplicity and repeatability.
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