Numerical investigation of the buckling behavior of thin ferrocement stiffened plates
作者： Apostolos Koukouselis , Euripidis Mistakidis
DOI: 10.12989/CAC.2015.15.3.391
关键词: Cross section (physics) 、 Stiffness matrix 、 Material properties 、 Materials science 、 Timoshenko beam theory 、 Prestressed concrete 、 Structural engineering 、 Nonlinear system 、 Finite element method 、 Displacement (vector)
摘要: The development of a finite element model for the geometric and material nonlinear analysis bonded prestressed concrete continuous beams is presented. effect introduced by coupling axial flexural fields. A layered approach applied so as to consider different properties across depth cross section. proposed method formulated based on Euler-Bernoulli beam theory. According total Lagrangian description, constructed stiffness matrix consists three components, namely, reflecting effect, large displacement effect. capable predicting behaviour over entire loading stage up failure. Some numerical examples are presented demonstrate validity applicability model.
koreascience.or.kr参考文章(25)
Tiejiong Lou, Sergio M.R. Lopes, Adelino V. Lopes, Nonlinear and time-dependent analysis of continuous unbonded prestressed concrete beams Computers & Structures. ,vol. 119, pp. 166- 176 ,(2013) , 10.1016/J.COMPSTRUC.2012.12.014
Tiejiong Lou, Sergio M. R. Lopes, Adelino V. Lopes, Flexural Response of Continuous Concrete Beams Prestressed with External Tendons Journal of Bridge Engineering. ,vol. 18, pp. 525- 537 ,(2013) , 10.1061/(ASCE)BE.1943-5592.0000392
M. Markovič, N. Krauberger, M. Saje, I. Planinc, S. Bratina, Non-linear analysis of pre-tensioned concrete planar beams Engineering Structures. ,vol. 46, pp. 279- 293 ,(2013) , 10.1016/J.ENGSTRUCT.2012.08.004
Christian Mittelstedt, Explicit local buckling analysis of stiffened composite plates accounting for periodic boundary conditions and stiffener-plate interaction Composite Structures. ,vol. 91, pp. 249- 265 ,(2009) , 10.1016/J.COMPSTRUCT.2009.04.021
Samir Z. AL-Sadder, Ra'ad A. Othman, Anis S. Shatnawi, A simple finite element formulation for large deflection analysis of nonprismatic slender beams Structural Engineering and Mechanics. ,vol. 24, pp. 647- 664 ,(2006) , 10.12989/SEM.2006.24.6.647
Jacob W. Schmidt, Anders Bennitz, Björn Täljsten, Per Goltermann, Henning Pedersen, Mechanical anchorage of FRP tendons – A literature review Construction and Building Materials. ,vol. 32, pp. 110- 121 ,(2012) , 10.1016/J.CONBUILDMAT.2011.11.049
Clay Naito, Richard Sause, Brian Thompson, Investigation of Damaged 12-Year Old Prestressed Concrete Box Beams Journal of Bridge Engineering. ,vol. 13, pp. 139- 148 ,(2008) , 10.1061/(ASCE)1084-0702(2008)13:2(139)
Nonthachart Kulprapha, Pennung Warnitchai, Structural health monitoring of continuous prestressed concrete bridges using ambient thermal responses Engineering Structures. ,vol. 40, pp. 20- 38 ,(2012) , 10.1016/J.ENGSTRUCT.2012.02.001
Tiejiong Lou, Sergio M.R. Lopes, Adelino V. Lopes, A comparative study of continuous beams prestressed with bonded FRP and steel tendons Composite Structures. ,vol. 124, pp. 100- 110 ,(2015) , 10.1016/J.COMPSTRUCT.2015.01.009
Hwan Woo Lee, Robert W. Barnes, Kwang Yang Kim, A continuity method for bridges constructed with precast prestressed concrete girders Structural Engineering and Mechanics. ,vol. 17, pp. 879- 898 ,(2004) , 10.12989/SEM.2004.17.6.879