Issue 42

H. Carvalho et alii, Frattura ed Integrità Strutturale, 42 (2017) 93-104; DOI: 10.3221/IGF-ESIS.42.11 104 R EFERENCES [1] Costa, B.J.A., Figueiras, J.A., Rehabilitation and condition assessment of a centenary steel truss bridge, Journal of Constructional Steel Research, 89 (2014) 185-197. [2] De Jesus, A. M. P., Pinto, H., Fernández-Canteli, A., Castillo, E., & Correia, J. A. F. O. (2010). Fatigue assessment of a riveted shear splice based on a probabilistic model, International Journal of Fatigue, 32(2) 453-462. DOI: 10.1016/j.ijfatigue.2009.09.004 [3] Jesus, A. M. P. D., Silva, A. L. L. D., Figueiredo, M. V., Correia, J. A. F. O., Ribeiro, A. S., & Fernandes, A. A. (2011). Strain-life and crack propagation fatigue data from several Portuguese old metallic riveted bridges. Engineering Failure Analysis, 18(1) 148-163. DOI:10.1016/j.engfailanal.2010.08.016 [4] De Jesus, A. M. P., Da Silva, A. L. L., & Correia, J. A. F. O., Fatigue of riveted and bolted joints made of puddle iron - A numerical approach. Journal of Constructional Steel Research, 102 (2014) 164-177. doi:10.1016/j.jcsr.2014.06.012 [5] De Jesus, A. M. P., Da Silva, A. L. L., Correia, J. A. F. O., Fatigue of riveted and bolted joints made of puddle iron - an experimental approach. Journal of Constructional Steel Research, 104 (2015) 81-90. DOI:10.1016/j.jcsr.2014.10.012 [6] Sanches, R. F., De Jesus, A. M. P., Correia, J. A. F. O., Da Silva, A. L. L., & Fernandes, A. A., A probabilistic fatigue approach for riveted joints using monte carlo simulation. Journal of Constructional Steel Research, 110 (2015) 149- 162. DOI:10.1016/j.jcsr.2015.02.019 [7] Gallegos Mayorga, L., Sire, S., Correia, J. A. F. O., De Jesus, A. M. P., Valente, I., Rebelo, C., Ragueneau, M., Plu, B., Design S-N curves for old portuguese and french riveted bridges connection based on statistical analyses. Paper presented at the Procedia Engineering, 160 (2016) 77-84. DOI:10.1016/j.proeng.2016.08.865 [8] Silva, A. L. L., de Jesus, A. M. P., Xavier, J., Correia, J. A. F. O., & Fernandes, A. A., Combined analytical-numerical methodologies for the evaluation of mixed-mode (I+II) fatigue crack growth rates in structural steels. Engineering Fracture Mechanics, (2017). DOI:10.1016/j.engfracmech.2017.04.016 [9] Lesiuk, G., Kucharski, P., Correia, J.A.F.O., De Jesus, A.M.P., Rebelo, C., Simões da Silva, L. Mixed mode (I+II) fatigue crack growth in puddle iron. Engineering Fracture Mechanics, (2017). DOI:10.1016/j.engfracmech.2017.05.002 [10] Lesiuk, G., Szata, M., Correia, J.A.F.O., De Jesus, A.M.P., Kucharski, P., Berto, F. Kinetics of fatigue crack growth and crack closure effect in long term operating steel manufactured at the turn of the 19th and 20th centuries. Engineering Fracture Mechanics, (2017). DOI:10.1016/j.engfracmech.2017.04.044 [11] Gallegos Mayorga, L., Sire, S., Correia, J.A.F.O., De Jesus, A.M.P., Rebelo, C., Fernández-Canteli, A., Ragueneau, M., Plu, B. Statistical evaluation of fatigue strength of double shear riveted connections and crack growth rates of materials from old bridges. Engineering Fracture Mechanics, (2017). DOI:10.1016/j.engfracmech.2017.05.039 [12] Liu, Z., Hebdon, M.H., Correia, J.A.F.O., Carvalho, H., Vilela, P., De Jesus, A.M.P., Calçada, R.A.B., Fatigue Life Evaluation of Critical Details of the Hercílio Luz Suspension Bridge. Procedia Structural Integrity, in press. [13] Lesiuk, G; Szata, M; Bocian, M; ,The mechanical properties and the microstructural degradation effect in an old low carbon steels after 100-years operating time,Archives of Civil and Mechanical Engineering,15(4) (2015) 786-797. [14] Kucharski, P., Lesiuk, G., Szata, M., Skibicki, D., Description of fatigue crack growth in steel structural components using energy approach-Influence of the microstructure on the FCGR,AIP Conference Proceedings, AIP Publishing,1780, 1, 050003 (2016). [15] Costa, B.J.A., Magalhães, F., Cunha, A,. Figueiras, J., Modal analysis for the rehabilitation assessment of the Luiz I Bridge, Journal of bridge engineering, 19 (12) (2014) [16] Radomski, W., Bridge rehabilitation, Stahlbau, 72 (2013) 506-512. [17] Shim, H.S., Lee, S.H., Developing a probable cost analysis model for comparing bridge deck rehabilitation methods, KSCE Journal of Civil Engineering, (2015) 1-9. [18] Steinman, D.B., A practical treatise on suspension bridges, London, John Wiley e Sons, Inc., (1922). [19] Steinman, D.B., Grove, W. G., The eye-bar suspension bridge at Florianopolis, American Society of Civil Engineers, 92 (1926) 266-276. [20] ASTM E140-05e1, Standard Hardness Conversion Tables for Metals Relationship Among Brinell Hardness, Vickers Hardness, Rockwell Hardness, Superficial Hardness, Knoop Hardness, and Scleroscope Hardness, ASTM International, (2005). [21] SAP 2000, v.14.1.0. Computers and Structures, Inc, (2009).