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Bond resistance of a single groove in EBROG method to attach CFRP sheets on concrete
Tajmir-Riahi, A., Mostofinejad, D., & Moshiri, N. (2018). Bond resistance of a single groove in EBROG method to attach CFRP sheets on concrete. In Proceedings of the ninth international conference on fibre-reinforced polymer (FRP) composites in civil engineering (CICE 2018) (pp. 368-373).
Enhanced gradient crystal-plasticity study of size effects in a <I>β</I>-titanium alloy
Demiral, M., Nowag, K., Roy, A., Ghisleni, R., Michler, J., & Silberschmidt, V. V. (2017). Enhanced gradient crystal-plasticity study of size effects in a β-titanium alloy. Modelling and Simulation in Materials Science and Engineering, 25(3), 035013 (19 pp.). https://doi.org/10.1088/1361-651X/aa5ce3
Temperature-dependent size effects on the strength of Ta and W micropillars
Torrents Abad, O., Wheeler, J. M., Michler, J., Schneider, A. S., & Arzt, E. (2016). Temperature-dependent size effects on the strength of Ta and W micropillars. Acta Materialia, 103, 483-494. https://doi.org/10.1016/j.actamat.2015.10.016
The effect of size on the strength of FCC metals at elevated temperatures: annealed copper
Wheeler, J. M., Kirchlechner, C., Micha, J. S., Michler, J., & Kiener, D. (2016). The effect of size on the strength of FCC metals at elevated temperatures: annealed copper. Philosophical Magazine, 96(32-34), 3379-3395. https://doi.org/10.1080/14786435.2016.1224945
Cohesive and adhesive failure of hard and brittle films on ductile metallic substrates: a film thickness size effect analysis of the model system hydrogenated diamond-like carbon (a-C:H) on Ti substrates
Bernoulli, D., Häfliger, K., Thorwarth, K., Thorwarth, G., Hauert, R., & Spolenak, R. (2015). Cohesive and adhesive failure of hard and brittle films on ductile metallic substrates: a film thickness size effect analysis of the model system hydrogenated diamond-like carbon (a-C:H) on Ti substrates. Acta Materialia, 83, 29-36. https://doi.org/10.1016/j.actamat.2014.09.044
A strongest link model applied to fracture propagating along grain
Gustafsson, P. J., Jockwer, R., Serrano, E., & Steiger, R. (2015). A strongest link model applied to fracture propagating along grain. In R. Görlacher (Ed.), Proceedings. Meeting 48. International network on timber engineering research (pp. 351-366). Timber Scientific Publishing.
Experimental and numerical investigation on postcracking behavior of steel fiber reinforced concrete
Michels, J., Christen, R., & Waldmann, D. (2013). Experimental and numerical investigation on postcracking behavior of steel fiber reinforced concrete. Engineering Fracture Mechanics, 98, 326-349. https://doi.org/10.1016/j.engfracmech.2012.11.004
A critical examination of the size effect correction for welded steel tubular joints
Schumacher, A., Costa Borges, L., & Nussbaumer, A. (2009). A critical examination of the size effect correction for welded steel tubular joints. International Journal of Fatigue, 31(8-9), 1422-1433. https://doi.org/10.1016/j.ijfatigue.2009.04.003
A critical comparison of two models for assessment of fatigue data
Castillo, E., Ramos, A., Koller, R., López-Aenlle, M., & Fernández-Canteli, A. (2008). A critical comparison of two models for assessment of fatigue data. International Journal of Fatigue, 30(1), 45-57. https://doi.org/10.1016/j.ijfatigue.2007.02.014
Experimental and numerical studies on size and constraining effects in lead-free solder joints
Cugnoni, J., Botsis, J., Sivasubramaniam, V., & Janczak-Rusch, J. (2007). Experimental and numerical studies on size and constraining effects in lead-free solder joints. Fatigue and Fracture of Engineering Materials and Structures, 30(5), 387-399. https://doi.org/10.1111/j.1460-2695.2006.01077.x
Size effects on the fatigue behaviour of welded CHS bridge joints
Borges, L., Schumacher, A., & Nussbaumer, A. (2006). Size effects on the fatigue behaviour of welded CHS bridge joints (p. 13 pp.). Presented at the First International Conference on Fatigue and Fracture in the Infrastructure, Bridges and Structures of the 21st Century. .
Specimen length effect on parameter estimation in modelling fatigue strength by Weibull distribution
Castillo, E., López-Aenlle, M., Ramos, A., Fernández-Canteli, A., Kieselbach, R., & Esslinger, V. (2006). Specimen length effect on parameter estimation in modelling fatigue strength by Weibull distribution. International Journal of Fatigue, 28(9), 1047-1058. https://doi.org/10.1016/j.ijfatigue.2005.11.006
Experimental study on the fatigue behaviour of welded tubular K-joints for bridges
Schumacher, A., & Nussbaumer, A. (2006). Experimental study on the fatigue behaviour of welded tubular K-joints for bridges. Engineering Structures, 28(5), 745-755. https://doi.org/10.1016/j.engstruct.2005.10.003
Size effect in strain limits of medium strength steel
Kieselbach, R., & Krieg, R. (2005). Size effect in strain limits of medium strength steel. Journal of Testing and Evaluation, 33(5), 348-355. https://doi.org/10.1520/JTE12060