Finite-element analysis of shear-off failure of keyed dry joints in precast concrete segmental bridges

Journal article


Shamass, R, Zhou, X and Alfano, G (2014). Finite-element analysis of shear-off failure of keyed dry joints in precast concrete segmental bridges. Journal of Bridge Engineering. 20 (6). https://doi.org/10.1061/(ASCE)BE.1943-5592.0000669
AuthorsShamass, R, Zhou, X and Alfano, G
Abstract

© 2014 This work is made available under the terms of the Creative Commons Attribution 4.0 International license,. The structural behavior of precast concrete segmental bridges largely depends on the behavior of the joints between segments. The current practice of precast concrete segmental bridges is to use small keys that are usually unreinforced, normally dry, and distributed over the height of the web and the flange of concrete segments. In this study, a numerical analysis model was established based on finite-element code to investigate structural behavior of keyed dry joints under direct shear. The concrete damage plasticity model along with the pseudodamping scheme were incorporated to analyze the system for microcracks and to stabilize the solution, respectively. The numerical model was calibrated by full-scale experimental results described in the literature. It was found that the predicted ultimate load, cracking evolution history, and final crack pattern agreed reasonably well with experimental results. The validated numerical model was then used for parametric study on factors affecting shear behavior of keyed dry joints, in this case confining pressure. The authors found that shear capacity predicted by the AASHTO code equation diverges from that predicted by numerical analysis at high confining pressure, because the contribution of friction in the total shear capacity decreased with an increase in confining pressure. Hence, the authors recommend reducing the friction coefficient used in the AASHTO code equation when high confining pressure is applied. Moreover, the propagation of inclined crack was arrested at high confining pressure owing to the fact that the fracture propagation direction is governed by the criterion of the maximum energy release rate.

Keywords0905 Civil Engineering; Civil Engineering
Year2014
JournalJournal of Bridge Engineering
Journal citation20 (6)
PublisherAmerican Society of Civil Engineers (ASCE)
ISSN1084-0702
Digital Object Identifier (DOI)https://doi.org/10.1061/(ASCE)BE.1943-5592.0000669
Publication dates
Print06 Aug 2014
Publication process dates
Deposited06 Dec 2017
Accepted24 Jun 2014
Accepted author manuscript
License
File Access Level
Open
Permalink -

https://openresearch.lsbu.ac.uk/item/877x7

Download files

  • 138
    total views
  • 61
    total downloads
  • 0
    views this month
  • 0
    downloads this month

Export as

Related outputs

Comparative Analyses of Circularity Practices in Civil and Construction Engineering Between UK and Nigeria
Olonade, K.A., Shamass, R., McCann, F., Abiodun, Y.O, Jin, R. and Rossi, F. (2023). Comparative Analyses of Circularity Practices in Civil and Construction Engineering Between UK and Nigeria. NanoWorld Journal. 9 (2), pp. 485-491. https://doi.org/10.17756
Flexure Response of Stainless-Steel-Reinforced Concrete (SSRC) Beams Subjected to Fire
Mehwish, J., Cashell, K.A. and Shamass, R. (2023). Flexure Response of Stainless-Steel-Reinforced Concrete (SSRC) Beams Subjected to Fire. Engineering Proceedings. 44 (1), p. 20. https://doi.org/10.3390/engproc2023044020
Buckling resistance of hot‐finished CHS beam‐columns using FE modelling and machine learning
Rabi, M., Abarkan, I. and Shamass, R. (2023). Buckling resistance of hot‐finished CHS beam‐columns using FE modelling and machine learning. Steel Construction. 16. https://doi.org/10.1002/stco.202200036
Web-post buckling resistance calculation of perforated high-strength steel beams with elliptically-based web openings for EC3
Ferreira, F., Shamass, R., Santos, L., Tsavdaridis, K. and Limbachiya, V. (2023). Web-post buckling resistance calculation of perforated high-strength steel beams with elliptically-based web openings for EC3. Structures. https://doi.org/10.1016/j.istruc.2023.05.139
Mechanical and GWP Assessment of Concrete Using Blast Furnace Slag, Silica Fume and Recycled Aggregate
Shamass, R., Rispoli, O., Limbachiya, V. and Kovacs, R. (2023). Mechanical and GWP Assessment of Concrete Using Blast Furnace Slag, Silica Fume and Recycled Aggregate. Case Studies in Construction Materials. 18. https://doi.org/10.1016/j.cscm.2023.e02164
Some Considerations on the Behaviour of Bolted Stainless-Steel Beam-to-Column Connections: A Simplified Analytical Approach
Sarfarazi, S., Shamass, R., Mascolo, I., Della Corte, G. and Guarracino, F. (2023). Some Considerations on the Behaviour of Bolted Stainless-Steel Beam-to-Column Connections: A Simplified Analytical Approach. Metals. 13 (4), p. 753. https://doi.org/10.3390/met13040753
Prediction of the cross-sectional capacity of cold-formed CHS using numerical modelling and machine learning
Musab,R., Ferreira, F., Abarkan, A., Limbachiya, V. and Shamass, R. (2023). Prediction of the cross-sectional capacity of cold-formed CHS using numerical modelling and machine learning. Results in Engineering. 17 (100902). https://doi.org/10.1016/j.rineng.2023.100902
A Numerical Study of Shape Memory Alloy (SMA) Reinforced Beam Subjected to Seismic Loading
Bloy, J., Shamass, R., Limbachiya, V. and El-Desoqi, M. (2022). A Numerical Study of Shape Memory Alloy (SMA) Reinforced Beam Subjected to Seismic Loading. 4th Conference on Sustainability in Civil Engineering (CSCE’22) . Department of Civil Engineering Capital University of Science and Technology, Islamabad Pakistan 31 - 31 Aug 2022
Web-Post Buckling Prediction Resistance of Steel Beams with Elliptically-Based Web Openings using Artificial Neural Networks (ANN)
Shamass, R., Ferreira, F., Limbachiya, V., Pinho Santos, L. and Tsavdaridis, K.D. (2022). Web-Post Buckling Prediction Resistance of Steel Beams with Elliptically-Based Web Openings using Artificial Neural Networks (ANN). Thin-Walled Structures. 180 (109959). https://doi.org/10.1016/j.tws.2022.109959
Mechanical Properties of Bamboo Core Sandwich Panels
Limbachiya, V., Shamass, R. and Perera, J (2022). Mechanical Properties of Bamboo Core Sandwich Panels. 4th Conference on Sustainability in Civil Engineering. Pakistan 31 - 31 Aug 2022
Mechanical Properties of PVC Concrete and Mortar Modified with Silane Coupling Agents
Z.Pan, J. Chen, Q. zhan, S. Wang, Jin, R., Shamass, R. and Rossi, F. (2022). Mechanical Properties of PVC Concrete and Mortar Modified with Silane Coupling Agents. Construction and Building Materials. 348, p. 128574. https://doi.org/10.1016/j.conbuildmat.2022.128574
Experimental investigation on the flexural behaviour of stainless steel reinforced concrete beams
Rabi, M., Shamass, R. and Cashell, K.A. (2022). Experimental investigation on the flexural behaviour of stainless steel reinforced concrete beams. Structure and Infrastructure Engineering. 19 (12), pp. 1847-1859. https://doi.org/10.1080/15732479.2022.2065687
Experimental investigation into the behaviour of continuous concrete beams reinforced with basalt FRP
Shamass, R., Mahi, B, Cashell, K, Abarkan, I and El-Khannoussi, F (2022). Experimental investigation into the behaviour of continuous concrete beams reinforced with basalt FRP. Engineering Structures. 15, p. 113888. https://doi.org/10.1016/j.engstruct.2022.113888
Structural performance of stainless steel reinforced concrete members: A review
Rabi, M, Shamass, R. and Cashell, K.A (2022). Structural performance of stainless steel reinforced concrete members: A review. Construction and Building Materials. 325, p. 126673. https://doi.org/10.1016/j.conbuildmat.2022.126673
EC3 design of web-post buckling resistance for perforated steel beams with elliptically-based web openings
Ferreira, F., Shamass, R., Pinho Santos, L., Limbachiya, V. and Tsavdaridis, K. (2022). EC3 design of web-post buckling resistance for perforated steel beams with elliptically-based web openings. Thin-Walled Structures. 175, p. 109196. https://doi.org/10.1016/j.tws.2022.109196
A Numerical Analysis on the Cyclic Behavior of 316 FR Stainless Steel and Fatigue Life Prediction
Abarkan, I., Khamlichi, A and Shamass, R. (2021). A Numerical Analysis on the Cyclic Behavior of 316 FR Stainless Steel and Fatigue Life Prediction. The 2nd International Electronic Conference on Applied Sciences. Online 15 - 31 Oct 2021 MDPI. https://doi.org/10.3390/ASEC2021-11116
Ultimate behaviour and serviceability analysis of stainless steel reinforced concrete beams
Rabe. M, Cashell, K.A and Shamass, R. (2021). Ultimate behaviour and serviceability analysis of stainless steel reinforced concrete beams. Engineering Structures. 248 (5), p. 113259. https://doi.org/10.1016/j.engstruct.2021.113259
Low cycle fatigue behavior of circumferentially notched specimens made of modified 9Cr–1Mo steel at elevated temperature
Abarkan, I., Khamlichi, A. and Shamass, R. (2021). Low cycle fatigue behavior of circumferentially notched specimens made of modified 9Cr–1Mo steel at elevated temperature. International Review of Applied Sciences and Engineering. 13 (1), pp. 54-62. https://doi.org/10.1556/1848.2021.00305
Lateral–torsional buckling resistance prediction model for steel cellular beams generated by Artificial Neural Networks (ANN)
Ferreira, F., Shamass, R., Limbachiya, V., Tsavdarisdis, K. and Martins, C. (2021). Lateral–torsional buckling resistance prediction model for steel cellular beams generated by Artificial Neural Networks (ANN). Thin-Walled Structures. 170, p. 108592. https://doi.org/10.1016/j.tws.2021.108592
Predicting the Impact of Chemical and Physical Variability in Binary and Ternary Cementitious Blends
Limbachiya, V. and Shamass, R. (2021). Predicting the Impact of Chemical and Physical Variability in Binary and Ternary Cementitious Blends. 3rd Conference on Sustainability in Civil Engineering (CSCE’21). Capital University of Science & Technology, . Islamabad Expressway, Kahuta Road, Zone-V Islamabad 11 - 11 Aug 2021 Department of Civil Engineering at Capital University of Science and Technology.
Impact of chopped basalt fibres on the mechanical proper- ties of concrete
Shamass, R. and Limbachiya, V. (2021). Impact of chopped basalt fibres on the mechanical proper- ties of concrete. 3rd Conference on Sustainability in Civil Engineering (CSCE’21). Capital University of Science & Technology, . Islamabad Expressway, Kahuta Road, Zone-V Islamabad 11 - 11 Aug 2021 Department of Civil Engineering at Capital University of Science and Technology.
A Study On Low Cycle Fatigue Life Assessment of Notched Specimens Made of 316LN Austenitic Stainless Steel
Abarkan, I., Khamlichi, A. and Shamass, R. (2021). A Study On Low Cycle Fatigue Life Assessment of Notched Specimens Made of 316LN Austenitic Stainless Steel. Journal of Pressure Vessel Technology. 144 (2). https://doi.org/10.1115/1.4051627
Application of Artificial Neural Networks for web-post shear resistance of cellular steel beams
Limbachiya, V. and Shamass, R. (2021). Application of Artificial Neural Networks for web-post shear resistance of cellular steel beams. Thin-Walled Structures. 161, pp. 107414-107414. https://doi.org/10.1016/j.tws.2020.107414
Bond behaviour of austenitic stainless steel reinforced concrete
Rabi, M., Cashell, K.A., Shamass, R. and Desnerck, P. (2020). Bond behaviour of austenitic stainless steel reinforced concrete. Engineering Structures. 221, pp. 111027-111027. https://doi.org/10.1016/j.engstruct.2020.111027
Experimental investigation into the flexural behaviour of basalt FRP reinforced concrete members
Shamass, R and Cashell, KA (2020). Experimental investigation into the flexural behaviour of basalt FRP reinforced concrete members. Engineering Structures. 220, pp. 110950-110950. https://doi.org/10.1016/j.engstruct.2020.110950
Plastic Buckling Paradox: An Updated Review
Shamass, R (2020). Plastic Buckling Paradox: An Updated Review. Frontiers in Built Environment. 6. https://doi.org/10.3389/fbuil.2020.00035
Numerical And Analytical Analyses Of High-Strength Steel Cellular Beams: A Discerning Approach
Shamass, R. and Guarracino, F. (2020). Numerical And Analytical Analyses Of High-Strength Steel Cellular Beams: A Discerning Approach. Journal of Constructional Steel Research. 166, p. 105911. https://doi.org/10.1016/j.jcsr.2019.105911
Numerical and analytical studies of low cycle fatigue behavior of 316 LN austenitic stainless steel
Abarkan, I., Shamass, R., Achegaf, Z. and Khamlichi, A. (2019). Numerical and analytical studies of low cycle fatigue behavior of 316 LN austenitic stainless steel. Journal of Pressure Vessel Technology. https://doi.org/10.1115/1.4045897
Flexural analysis and design of stainless steel reinforced concrete beams
Rabi, M., Cashell, K. and Shamass, R. (2019). Flexural analysis and design of stainless steel reinforced concrete beams. Engineering Structures. 198, p. 109432. https://doi.org/10.1016/j.engstruct.2019.109432
Analysis of concrete beams reinforced with stainless steel
Rabi, M, Cashell, KA and Shamass, R (2019). Analysis of concrete beams reinforced with stainless steel. fib Symposium 2019 - Concrete - Inovations in Materials, design and Structures. Krakow, Poland 27 - 29 May 2019 pp. 690-697
Experimental Investigation on the Behaviour of Recycled Aggregate Concrete
Kovacs, R, Shamass, R, Limbachiya, V and Datoo, M (2019). Experimental Investigation on the Behaviour of Recycled Aggregate Concrete. 5th International Conference on Sustainable Construction Materials & Technologies. Surrey 14 - 17 Jul 2019
Investigation on the Plastic Buckling Paradox for Metal Cylinders
Shamass, R, Alfano, G and Guarracino, F (2018). Investigation on the Plastic Buckling Paradox for Metal Cylinders. in: Buckling and Postbuckling Structures II London South Bank University.
A numerical investigation into the plastic buckling of circular cylinders
Shamass, R, Alfano, G and Guarracino, F (2013). A numerical investigation into the plastic buckling of circular cylinders. in: Pietraszkiewicz, W and Gorski, J (ed.) Shell Structures: Theory and Application London CRC Press.
Analysis of Stainless Steel-Concrete Composite Beams
Shamass, R and Cashell, KA (2018). Analysis of Stainless Steel-Concrete Composite Beams. Journal of Constructional Steel Research. 152, pp. 132-142. https://doi.org/10.1016/j.jcsr.2018.05.032
Bending Moment Capacity of Stainless Steel-Concrete Composite Beams
Shamass, R and Cashell, KA (2018). Bending Moment Capacity of Stainless Steel-Concrete Composite Beams. 12th International Conference on Advances in Steel-Concrete Composite Structures (ASCCS 2018). Valencia-Spain 27 - 29 Jun 2018
Behaviour of Composite Beams Made Using High Strength Steel
Shamass, R and Cashell, KA (2017). Behaviour of Composite Beams Made Using High Strength Steel. Structures. 12, pp. 88-101. https://doi.org/10.1016/j.istruc.2017.08.005
On Elastoplastic Buckling Analysis of Cylinders under Nonproportional Loading by Differential Quadrature Method
Shamass, R, Alfano, G and Guarracino, F (2017). On Elastoplastic Buckling Analysis of Cylinders under Nonproportional Loading by Differential Quadrature Method. International Journal of Structural Stability and Dynamics. 17 (7). https://doi.org/10.1142/S0219455417500729
On the elasto-plastic stability analysis of circular cylindrical shells
Shamass, R, Alfano, G and Guarracino, F (2016). On the elasto-plastic stability analysis of circular cylindrical shells. The International Colloquium On Stability And Ductility Of Steel Structures – SDSS 2016. Timisoara, Romania 30 May - 01 Jun 2016 pp. 639-646
Modelling post-tensioned precast concrete segmental girder bridges with dry keyed joints – preliminary results
Sejkati, E, Zhou, X, Mancini, M and Shamass, R (2016). Modelling post-tensioned precast concrete segmental girder bridges with dry keyed joints – preliminary results. 9th International Concrete Conference 2016: Environment, Efficiency and Economic Challenges for Concrete. Dundee, Scotland 04 - 06 Jul 2016
Numerical analysis of shear-off failure of keyed epoxied joints in precast concrete segmental bridges
Shamass, R, Zhou, X and Wu, Z (2016). Numerical analysis of shear-off failure of keyed epoxied joints in precast concrete segmental bridges. Journal of Bridge Engineering. 22 (1). https://doi.org/10.1061/(ASCE)BE.1943-5592.0000971
An analytical insight into the buckling paradox for circular cylindrical shells under axial and lateral loading
Shamass, R, Alfano, G and Guarracino, F (2015). An analytical insight into the buckling paradox for circular cylindrical shells under axial and lateral loading. Mathematical Problems in Engineering. 2015. https://doi.org/10.1155/2015/514267
An investigation into the plastic buckling paradox for circular cylindrical shells under non-proportional loading
Shamass, R, Alfano, G and Guarracino, F (2015). An investigation into the plastic buckling paradox for circular cylindrical shells under non-proportional loading. Thin-Walled Structures. 95, pp. 347-362. https://doi.org/10.1016/j.tws.2015.07.020
A numerical investigation into the plastic buckling paradox for circular cylindrical shells under axial compression
Shamass, R, Alfano, G and Guarracino, F (2014). A numerical investigation into the plastic buckling paradox for circular cylindrical shells under axial compression. Engineering Structures. 75, pp. 429-447. https://doi.org/10.1016/j.engstruct.2014.05.050