Query

Active Filters

  • (-) Empa Laboratories = 303 Structural Engineering
Search Results 1 - 20 of 674

Pages

  • RSS Feed
Select Page
The porous cantilever beam as a model for spinal implants: experimental, analytical and finite element analysis of dynamic properties
Du, X., Zhou, Y., Li, L., Persson, C., & Ferguson, S. J. (2023). The porous cantilever beam as a model for spinal implants: experimental, analytical and finite element analysis of dynamic properties. Mathematical Biosciences and Engineering, 20(4), 6273-6293. https://doi.org/10.3934/mbe.2023270
Fatigue strengthening of damaged steel members using wire arc additive manufacturing
Ghafoori, E., Dahaghin, H., Diao, C., Pichler, N., Li, L., Mohri, M., … Williams, S. (2023). Fatigue strengthening of damaged steel members using wire arc additive manufacturing. Engineering Structures, 284, 115911 (15 pp.). https://doi.org/10.1016/j.engstruct.2023.115911
Effect of low-temperature precipitates on microstructure and pseudoelasticity of an Fe–Mn–Si-based shape memory alloy
Khodaverdi, H., Mohri, M., Ghorabaei, A. S., Ghafoori, E., & Nili-Ahmadabadi, M. (2023). Effect of low-temperature precipitates on microstructure and pseudoelasticity of an Fe–Mn–Si-based shape memory alloy. Materials Characterization, 195, 112486 (10 pp.). https://doi.org/10.1016/j.matchar.2022.112486
Experimental investigation on debonding behavior of Fe-SMA-to-steel joints
Li, L., Wang, W., Chatzi, E., & Ghafoori, E. (2023). Experimental investigation on debonding behavior of Fe-SMA-to-steel joints. Construction and Building Materials, 364, 129857 (15 pp.). https://doi.org/10.1016/j.conbuildmat.2022.129857
Bond behavior of prestressed CFRP strips-to-concrete joints using the EBROG method
Moshiri, N., Martinelli, E., Czaderski, C., Mostofinejad, D., Hosseini, A., & Motavalli, M. (2023). Bond behavior of prestressed CFRP strips-to-concrete joints using the EBROG method. Journal of Composites for Construction, 27(1), 2188-2196. https://doi.org/10.1061/JCCOF2.CCENG-3851
Stability of steel columns with bolted strengthening under preload: an analytical model
Wang, S., Su, Q., Jiang, X., & Ghafoori, E. (2023). Stability of steel columns with bolted strengthening under preload: an analytical model. Journal of Constructional Steel Research, 201, 107699 (15 pp.). https://doi.org/10.1016/j.jcsr.2022.107699
Simulation and experimental characterization of VC precipitation and recovery stress formation in an FeMnSi-based shape memory alloy
Yang, Y., Leinenbach, C., & Shahverdi, M. (2023). Simulation and experimental characterization of VC precipitation and recovery stress formation in an FeMnSi-based shape memory alloy. Journal of Alloys and Compounds, 940, 168856 (9 pp.). https://doi.org/10.1016/j.jallcom.2023.168856
Shear strengthening of precast prestressed I-girders using carbon fiber reinforced polymers and in-fill concrete blocks
Yaqub, M. A., Czaderski, C., & Matthys, S. (2023). Shear strengthening of precast prestressed I-girders using carbon fiber reinforced polymers and in-fill concrete blocks. Structural Concrete. https://doi.org/10.1002/suco.202200439
Externally bonded CFRP strengthened RC slabs, four years of external environment exposure and evaluation of the load carrying capacity
Breveglieri, M., & Czaderski, C. (2022). Externally bonded CFRP strengthened RC slabs, four years of external environment exposure and evaluation of the load carrying capacity. In A. Ilki, M. Ispir, & P. Inci (Eds.), Lecture notes in civil engineering: Vol. 198. 10th international conference on FRP composites in civil engineering. Proceedings of CICE 2020/2021 (pp. 659-670). https://doi.org/10.1007/978-3-030-88166-5_57
Reinforced concrete slabs strengthened with externally bonded carbon fibre-reinforced polymer strips under long-term environmental exposure and sustained loading. Part 1: outdoor experiments
Breveglieri, M., & Czaderski, C. (2022). Reinforced concrete slabs strengthened with externally bonded carbon fibre-reinforced polymer strips under long-term environmental exposure and sustained loading. Part 1: outdoor experiments. Composites Part C: Open Access, 7, 100239 (16 pp.). https://doi.org/10.1016/j.jcomc.2022.100239
Performance of glass to iron-based shape memory alloy adhesive shear joints with different geometry
Deng, Z., Silvestru, V. A., Michels, J., Li, L., Ghafoori, E., & Taras, A. (2022). Performance of glass to iron-based shape memory alloy adhesive shear joints with different geometry. In J. Belis, F. Bos, & C. Louter (Eds.), Vol. 8. Challenging glass 8. Conference on architectural and structural applications of glass (p. (11 pp.). https://doi.org/10.47982/cgc.8.397
Predicting the strength of European beech (<em>Fagus sylvatica</em> L.) boards using image-based local fibre direction data
Ehrhart, T., Palma, P., Schubert, M., Steiger, R., & Frangi, A. (2022). Predicting the strength of European beech (Fagus sylvatica L.) boards using image-based local fibre direction data. Wood Science and Technology, 56, 123-146. https://doi.org/10.1007/s00226-021-01347-w
Shape recovery performance of a (V, C)-containing Fe-Mn-Si-Ni-Cr shape memory alloy fabricated by laser powder bed fusion
Ferretto, I., Kim, D., Mohri, M., Ghafoori, E., Lee, W. J., & Leinenbach, C. (2022). Shape recovery performance of a (V, C)-containing Fe-Mn-Si-Ni-Cr shape memory alloy fabricated by laser powder bed fusion. Journal of Materials Research and Technology, 20, 3969-3984. https://doi.org/10.1016/j.jmrt.2022.08.143
Iron-based shape memory alloy (Fe-SMA) vs. CFRP for prestressed strengthening of civil metallic structures
Ghafoori, E., Hosseini, A., Michels, J., Izadi, M. R., & Pellissier, E. (2022). Iron-based shape memory alloy (Fe-SMA) vs. CFRP for prestressed strengthening of civil metallic structures. In A. Ilki, M. Ispir, & P. Inci (Eds.), Lecture notes in civil engineering: Vol. 198. 10th international conference on FRP composites in civil engineering. Proceedings of CICE 2020/2021 (pp. 2139-2153). https://doi.org/10.1007/978-3-030-88166-5_185
Shape memory alloys for structural engineering: an editorial overview of research and future potentials
Ghafoori, E., Wang, B., & Andrawes, B. (2022). Shape memory alloys for structural engineering: an editorial overview of research and future potentials. Engineering Structures, 273, 115138 (5 pp.). https://doi.org/10.1016/j.engstruct.2022.115138
Development of a strengthening system for riveted/bolted steel connections using prestressed CFRP rods
Heydarinouri, H., Motavalli, M., Nussbaumer, A., & Ghafoori, E. (2022). Development of a strengthening system for riveted/bolted steel connections using prestressed CFRP rods. In A. Ilki, M. Ispir, & P. Inci (Eds.), Lecture notes in civil engineering: Vol. 198. 10th international conference on FRP composites in civil engineering. Proceedings of CICE 2020/2021 (pp. 2267-2276). https://doi.org/10.1007/978-3-030-88166-5_196
Experimental study on the static and fatigue behaviour of a new mechanical wedge-barrel anchor
Heydarinouri, H., Motavalli, M., Nussbaumer, A., & Ghafoori, E. (2022). Experimental study on the static and fatigue behaviour of a new mechanical wedge-barrel anchor. In A. Ilki, M. Ispir, & P. Inci (Eds.), Lecture notes in civil engineering: Vol. 198. 10th international conference on FRP composites in civil engineering. Proceedings of CICE 2020/2021 (pp. 2180-2187). https://doi.org/10.1007/978-3-030-88166-5_188
Enhanced pseudoelasticity of an Fe-Mn-Si-based shape memory alloy by applying microstructural engineering through recrystallization and precipitation
Khodaverdi, H., Mohri, M., Ghafoori, E., Ghorabaei, A. S., & Nili-Ahmadabadi, M. (2022). Enhanced pseudoelasticity of an Fe-Mn-Si-based shape memory alloy by applying microstructural engineering through recrystallization and precipitation. Journal of Materials Research and Technology, 21, 2999-3013. https://doi.org/10.1016/j.jmrt.2022.10.092
Estimation of the mechanical behavior of CFRP-to-steel bonded joints with quantification of uncertainty
Li, L., Pichler, N., Chatzi, E., & Ghafoori, E. (2022). Estimation of the mechanical behavior of CFRP-to-steel bonded joints with quantification of uncertainty. Engineering Structures, 266, 114573 (17 pp.). https://doi.org/10.1016/j.engstruct.2022.114573
Fatigue strength of axially loaded steel rods bonded in European ash glulam
Maurer, B., Gehri, E., Strahm, T., Steiger, R., & Affolter, C. (2022). Fatigue strength of axially loaded steel rods bonded in European ash glulam. In B. Franke & S. Franke (Eds.), Timber bridges. International conference on timber bridges ICTB2021PLUS (pp. 223-230). Bern University of Applied Sciences.
 

Pages