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  • (-) Organizational Unit = 303 Structural Engineering
  • (-) Publication Year = 2020 - 2020
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Iron based shape memory alloys as shear reinforcement for bridge girders
Czaderski, C., Shahverdi, M., & Michels, J. (2020). Iron based shape memory alloys as shear reinforcement for bridge girders. Construction and Building Materials. https://doi.org/10.1016/j.conbuildmat.2020.121793
RC structures strengthened by an iron-based shape memory alloy embedded in a shotcrete layer - nonlinear finite element modeling
Dolatabadi, N., Shahverdi, M., Ghassemieh, M., & Motavalli, M. (2020). RC structures strengthened by an iron-based shape memory alloy embedded in a shotcrete layer - nonlinear finite element modeling. Materials, 13(23), 5504 (25 pp.). https://doi.org/10.3390/ma13235504
Fatigue behavior of FRP-to-steel bonded interface: an experimental study with a damage plasticity model
Doroudi, Y., Fernando, D., Zhou, H., Nguyen, V. T., & Ghafoori, E. (2020). Fatigue behavior of FRP-to-steel bonded interface: an experimental study with a damage plasticity model. International Journal of Fatigue, 139, 105785 (17 pp.). https://doi.org/10.1016/j.ijfatigue.2020.105785
European beech (<em>Fagus sylvatica</em> L.) glued laminated timber: lamination strength grading, production and mechanical properties
Ehrhart, T., Steiger, R., Lehmann, M., & Frangi, A. (2020). European beech (Fagus sylvatica L.) glued laminated timber: lamination strength grading, production and mechanical properties. European Journal of Wood and Wood Products, 78, 971-984. https://doi.org/10.1007/s00107-020-01545-6
Glulam columns made of European beech timber: compressive strength and stiffness parallel to the grain, buckling resistance and adaptation of the effective-length method according to Eurocode 5
Ehrhart, T., Steiger, R., Palma, P., Gehri, E., & Frangi, A. (2020). Glulam columns made of European beech timber: compressive strength and stiffness parallel to the grain, buckling resistance and adaptation of the effective-length method according to Eurocode 5. Materials and Structures, 53(4), 91 (12 pp.). https://doi.org/10.1617/s11527-020-01524-6
Heat activated SMA-CFRP composites for fatigue strengthening of cracked steel plates
Li, L., Chen, T., Gu, X., & Ghafoori, E. (2020). Heat activated SMA-CFRP composites for fatigue strengthening of cracked steel plates. Journal of Composites for Construction, 24(6), 04020060 (13 pp.). https://doi.org/10.1061/(ASCE)CC.1943-5614.0001072
Irreversible cyclic cohesive zone model for prediction of mode I fatigue crack growth in CFRP-strengthened steel plates
Mohajer, M., Bocciarelli, M., Colombi, P., Hosseini, A., Nussbaumer, A., & Ghafoori, E. (2020). Irreversible cyclic cohesive zone model for prediction of mode I fatigue crack growth in CFRP-strengthened steel plates. Theoretical and Applied Fracture Mechanics, 110, 102804 (13 pp.). https://doi.org/10.1016/j.tafmec.2020.102804
Flexural strengthening of RC slabs with nonprestressed and prestressed CFRP strips using EBROG method
Moshiri, N., Czaderski, C., Mostofinejad, D., Hosseini, A., Sanginabadi, K., Breveglieri, M., & Motavalli, M. (2020). Flexural strengthening of RC slabs with nonprestressed and prestressed CFRP strips using EBROG method. Composites Part B: Engineering, 201, 108359 (14 pp.). https://doi.org/10.1016/j.compositesb.2020.108359
Structural health monitoring of timber structures - review of available methods and case studies
Palma, P., & Steiger, R. (2020). Structural health monitoring of timber structures - review of available methods and case studies. Construction and Building Materials, 248, 118528 (23 pp.). https://doi.org/10.1016/j.conbuildmat.2020.118528
Bond behaviour of ribbed near-surface-mounted iron-based shape memory alloy bars with short bond lengths
Schranz, B., Czaderski, C., Vogel, T., & Shahverdi, M. (2020). Bond behaviour of ribbed near-surface-mounted iron-based shape memory alloy bars with short bond lengths. Materials and Design, 191, 108647 (17 pp.). https://doi.org/10.1016/j.matdes.2020.108647
Bond investigations of prestressed, near-surface-mounted, ribbed memory-steel bars with full bond length
Schranz, B., Czaderski, C., Vogel, T., & Shahverdi, M. (2020). Bond investigations of prestressed, near-surface-mounted, ribbed memory-steel bars with full bond length. Materials and Design, 196, 109145 (20 pp.). https://doi.org/10.1016/j.matdes.2020.109145
A review of experimental and theoretical fracture characterization of bi-material bonded joints
Wang, W., Texeira De Freitas, S., Poulis, J. A., & Zarouchas, D. (2020). A review of experimental and theoretical fracture characterization of bi-material bonded joints. Composites Part B: Engineering, 108537. https://doi.org/10.1016/j.compositesb.2020.108537
On the finite width correction factor in prediction models for fatigue crack growth in built-up bonded structures
Wang, W. (2020). On the finite width correction factor in prediction models for fatigue crack growth in built-up bonded structures. Engineering Fracture Mechanics, 235, 107156 (15 pp.). https://doi.org/10.1016/j.engfracmech.2020.107156
Lochleibungseigenschaften für die Modellierung des Last-Verformungsverhaltens von Stabdübelverbindungen
Wydler, J., & Frangi, A. (2020). Lochleibungseigenschaften für die Modellierung des Last-Verformungsverhaltens von Stabdübelverbindungen. In U. Kuhlmann, J. Gauß, S. Mönch, & J. Töpler (Eds.), Holzbau Forschung + Praxis (p. (8 pp.). WIEHAG GmbH.