Title: Effect of Heat Damage on the Double Lap Joint Strength of Pultruded E-glass/Polyester Composites
Authors: Abdalla Alomari, Alexander B. Morgan , Donald Klostermanc, and Elias A. Toubia
DOI: 10.33599/nasampe/c.19.0645
Abstract: A comprehensive experimental investigation was conducted to study the effect of post-heat damage on fire retardant glass fiber-reinforced pultruded composites. A total of 63 double lap shear joints were tested to failure at ambient temperature conditions. The test parameters included: 1) flat plate thickness, i.e. 6.4 mm and 12.7 mm; 2) heat flux exposure prior to testing using a cone calorimeter test (10 and 20 kW/m2); and 3) load direction (0, 45 and 90°) with respect to the member’s pultrusion axis. The edge-to-hole diameter (e/d) and width-to-hole diameter (w/d) ratios were kept constant for all specimens. The test results revealed that for the post-heat damaged thin plates (6.4 mm thick), the maximum strength reduction (around 20%) occurred when the load was applied along the 0 ° fiber direction (roving direction). This was justified using post-mortem digital microscopic, SEM, and X-ray CT scan images, where a significant delamination and fiber buckling occurred at the bearing location of the bolt. In addition, for the 0° loading direction, a change in failure mode was observed for the higher heat flux (20 kW /m2), where the failure mode shifted from shear-out/bearing to shear-out/bearing and net-tension. The strength reductions of the double lap shear joints with 45 and 90° fiber orientation with respect to the load were 18% and 14 %, respectively. For both plates’ thicknesses, net-tension failure mode was the dominant mode for the 45 and 90° off-axis loaded joints. This paper also presents the temperature profiles and degradation through the thickness of the damaged pultruded GFRP plates. The knowledge and data presented shadow the market’s ongoing “standardization and certification” efforts to statistically support the development of “knock-down” factors of pultruded structural joints.
References: [1] American Society of Civil Engineers (ASCE), Pre-Standard for Load & Resistance Factor Design (LRFD) of Pultruded Fiber Reinforced Polymer Structures. Submitted by the American Composites Manufacturers Association (ACMA) to ASCE,ASCE, Reston, VA; 2010 [2] Mouritz AP, Mathys Z. Post-fire mechanical properties of marine polymer composites. Comput Struct 1999; 47:643–53. [3] Mouritz, A. P., et al. Review of fire structural modelling of polymer composites. Composites Part A: Applied Science and Manufacturing 2009; 1800-1814. [4] Gibson AG, Wright PHN, Wu YS, Mouritz AP, Mathys Z, Gardiner CP. Modelling residual mechanical properties of composites after fire. Plast Rubber Compos 2003; 32:81–90. [5] Gardiner CP, Mathys Z, Mouritz AP. Post-fire structural properties of burnt GRP plates. Mar Struct 2004; 17:53–73. [6] Elmushyakhi, A., Toubia, E. A., & Morgan, A. B. (2019). Post-fire failure mechanisms of seawater-accelerated weathering composites for coastal and marine structures. Marine Structures, 63, 304-317. [7] Correia, J. R., Gomes, M. M., Pires, J. M., & Branco, F. A. (2013). Mechanical behaviour of pultruded glass fibre reinforced polymer composites at elevated temperature: experiments and model assessment. Composite Structures, 98, 303-313. [8] Mouritz AP, Mathys Z. Post-fire mechanical properties of glass-reinforced polyester composites’. Comput Sci Technol 2001; 61:475–90. [9] Heslehurst RB. Defects and Damage in composite materials and structures. CRC Press; 2014 Apr 21.
Conference: CAMX 2019
Publication Date: 2019/09/23
SKU: TP19-0645
Pages: 20
Price: $40.00
Get This Paper