Composite sandwich panels comprising fibre reinforced polymer (FRP) skins and lightweight material cores are being increasingly used in civil engineering. In several applications, such as fa ades, roof structures and bridge decks, these panels may experience a wide range of in-service temperatures. This paper presents experimental and analytical investigations about the effects of elevated temperature on the shear response of polyethylene terephthalate (PET) and polyurethane (PUR) foams used in composite sandwich panels. The experimental programme included (i) DMA and DSC/TGA tests, aimed at assessing the glass transition and decomposition processes underwent by those foams; and (ii) Iosipescu tests for temperatures ranging from -20 degrees C to 120 degrees C, in order to characterise their shear response. The analytical study comprised the assessment of the accuracy of different empirical (relaxation) models in describing the shear modulus reduction with temperature of those polymeric foams. Results obtained show that with increasing temperature, the shear responses of PET and PUR foams become more markedly non-linear. In addition, the shear moduli of these foams suffer considerable reductions, particularly for the PET foam; although at ambient temperature (similar to 20 degrees C) the PET foam is 3 times stiffer than the PUR foam, at 80 degrees C their shear moduli become similar, being respectively 24% and 66% of those at ambient temperature. All relaxation models assessed in this study were able to simulate with good accuracy the variation of the shear modulus of both foams with temperature. (C) 2014 Elsevier Ltd. All rights reserved.