Early-age tensile properties of structural epoxy adhesives subjected to low-temperature curing

The early-age mechanical property development of structural adhesives during low temperature curing is critical for the outdoor construction of engineering structures, such as bridges or buildings. Construction of these structures is also carried out during winter time at low curing temperatures. Experimental investigations showed that the development of the tensile properties of a commercial structural epoxy adhesive strongly depended on the curing temperature. Lower curing temperatures significantly decelerate the process and consequently the rate of development of mechanical properties. At 0 degrees C, curing was inhibited or did not initiate at all. Tensile strength and stiffness developed at the same rate, although the former was slightly delayed compared to the latter. Significant development of the mechanical properties began only after the onset of material vitrification. This was in contrast to the development of the glass transition temperature, which increased particularly before vitrification. A proposed analytical model predicted the development of mechanical properties well, particularly under low isothermal and cyclic temperature conditions. (C) 2012 Elsevier Ltd. All rights reserved.

[1]  A. Vassilopoulos,et al.  Experimental DSC-based method to determine glass transition temperature during curing of structural adhesives , 2012 .

[2]  Oral Buyukozturk,et al.  SHEAR BEHAVIOR OF JOINTS IN PRECAST CONCRETE SEGMENTAL BRIDGES , 1990 .

[3]  Neil Gershenfeld,et al.  The nature of mathematical modeling , 1998 .

[4]  Gottfried W. Ehrenstein,et al.  Beständigkeit von Kunststoffen , 2007 .

[5]  J. Galy,et al.  Measurement of the extent of reaction of an epoxy–cycloaliphatic amine system and influence of the extent of reaction on its dynamic and static mechanical properties , 1992 .

[6]  Erol Sancaktar,et al.  The Effects of Cure Temperature and Time on the Bulk Fracture Properties of a Structural Adhesive , 1983 .

[7]  Anastasios P. Vassilopoulos,et al.  Effects of low-temperature curing on physical behavior of cold-curing epoxy adhesives in bridge construction , 2012 .

[8]  J. K. Gillham,et al.  The glass transition temperature (Tg) as an index of chemical conversion for a high‐Tg amine/epoxy system: Chemical and diffusion‐controlled reaction kinetics , 1990 .

[9]  E. Fiedler Die Entwicklung des Stahlbrückenbaues in der DDR bis zum Zeitpunkt der Wende ‐ ein Rückblick (Teil I) , 2001 .

[10]  F. Lapique,et al.  Curing effects on viscosity and mechanical properties of a commercial epoxy resin adhesive , 2002 .

[11]  U. Meier STRENGTHENING OF STRUCTURES USING CARBON FIBRE/EPOXY COMPOSITES , 1995 .

[12]  J. W. Sinclair Effects of Cure Temperature on Epoxy Resin Properties , 1992 .

[13]  G. Mays,et al.  Adhesives in Civil Engineering , 1992 .

[14]  S. Shaw,et al.  The Effect of Cure Conditions on a Rubber-Modified Epoxy Adhesive , 1989 .