Open Access
| Issue |
E3S Web Conf.
Volume 318, 2021
Second International Conference on Geotechnical Engineering – Iraq (ICGE 2021)
|
|
|---|---|---|
| Article Number | 03015 | |
| Number of page(s) | 13 | |
| Section | Developments in Structural Engineering and Construction Materials | |
| DOI | https://doi.org/10.1051/e3sconf/202131803015 | |
| Published online | 08 November 2021 | |
- Newmark, N.M., 1951. Test and analysis of composite beams with incomplete interaction. Proceedings of society for experimental stress analysis, 9(1), pp.75–92. [Google Scholar]
- Yam, L.C.P. and Chapman, J.C., 1972. The inelastic behavior of continuous composite beams of steel and concrete. Institution of Civil Engrs, Pt2, Research & Theory, 53(Proceeding). [Google Scholar]
- Abbas, A.L. and Hamood, Q.Y., 2018. Assessment of Al-Sabtea Bridge under the Effects of Static Loadings. Civil Engineering Journal, 4(11), pp.2680–2691. [CrossRef] [Google Scholar]
- Lam, D. and El-Lobody, E., 2001. Finite element modelling of headed stud shear connectors in steel-concrete composite beam. In Structural Engineering, Mechanics and Computation (pp. 401408). Elsevier Science. [Google Scholar]
- Burnet, M.J. and Oehlers, D.J., 2001. Fracture of mechanical shear connectors in composite beams. [Google Scholar]
- Gelfi, P. and Giuriani, E., 2003. Influence of Slab-Beam Slip on the Deflection of Composite Beams/Die Rolle des Schlupfes zwischen Platte und Balken bei der Durchbiegung von Verbundbalken. Restoration of Buildings and Monuments, 9(5), pp.475–490. [CrossRef] [Google Scholar]
- Yao, Z., 2013. Nonlinear finite element analysis of reinforced concrete beams. HKU Theses Online (HKUTO). [Google Scholar]
- Bachchi, M.S. “Nonlinear Analysis of Composite Concrete-Steel Beams under Bending Loads by Finite Element Method”. M.Sc. Thesis, University of Technology, 2007. [Google Scholar]
- Abdul Kaliq, 2011. Numerical Model Of Composite Bridge Decks. M.Sc. Thesis, University of Al-Nahrain. [Google Scholar]
- Salahaldin, A.I. and Hama, S.M., 2016. Nonlinear Behavior of Strengthened Steel-Concrete Composite Beams with Partial Interaction of Shear Connectors. Journal of Engineering, 22(8), pp.16–36. [Google Scholar]
- Am, El Shihy, Shabaan H.F., Al Kader, H.M., and Hassan A.I. “Effect of Partial Shear Connection on Strengthened Composite Beams with Externally Post-Tension Tendons.” Journal of Material Science & Engineering 06, no. 02 (2017). doi: 10.4172/2169-0022.1000318. [CrossRef] [Google Scholar]
- Abbas, A.L. and Hamood, Q.Y., 2018. Assessment of Al-Sabtea Bridge under the Effects of Static Loadings. Civil Engineering Journal, 4(11), pp.2680–2691. [CrossRef] [Google Scholar]
- Abbas, A.L. and Hamood, Q.Y., 2018. Assessment of Al-Sabtea Bridge under the Effects of Static Loadings. Civil Engineering Journal, 4(11), pp.2680–2691. [CrossRef] [Google Scholar]
- Abbas, A.L. and Hamood, Q.Y., 2018. Assessment of Al-Sabtea Bridge under the Effects of Static Loadings. Civil Engineering Journal, 4(11), pp.2680–2691. [CrossRef] [Google Scholar]
- Hognestad, E., 1951. Study of combined bending and axial load in reinforced concrete members. University of Illinois at Urbana Champaign, College of Engineering. Engineering Experiment Station. [Google Scholar]
- Ibrahim, A.M., Mohaisen, S.K. and Ahmed, Q.W., 2012. Finite element modeling of composite steel-concrete beams with external prestressing. International Journal of Civil & Structural Engineering, 3(1), pp.101–116. [Google Scholar]
- Abbas, A.L., 2010. Non-linear analysis of reinforced concrete beams strengthened with steel and CFRP plates. Diyala Journal of Engineering Sciences, pp.249–256. [Google Scholar]
- Iraq standard specifications for road and bridge, 1978. Ministry of housing and construction, state of organization of roads and bridges, Baghdad, Iraq. [Google Scholar]
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