Relevant bibliographies by topics / Inelastic concrete behaviour

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers

Academic literature on the topic 'Inelastic concrete behaviour'

Author: Grafiati
Published: 24 April 2022

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Journal articles on the topic "Inelastic concrete behaviour"

1

Korentz, Jacek. "The method of analysis of a reinforced concrete section under bending in the post-yield range." Budownictwo i Architektura 12, no. 1 (2013): 123–30. http://dx.doi.org/10.35784/bud-arch.2182.

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Predicting the behavior of plastic hinges subjected to large inelastic deformations caused by extreme loads such as earthquakes plays an important role in assessing maximum stable deformation capacities of framed concrete structures. This paper presents an analytical procedure for analysing the behaviour of a reinforced concrete section under bending in the post-yield range. The following stages of section behaviour are defined as the uncracked; first cracked; yielding; cover crushing; cover spalling; buckling of bars; and limit stages. The relationship between the moment and curvature in thes
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Korentz, Jacek. "Methods of analysis of a reinforced concrete section under bending with axial force in the post-yield range." Budownictwo i Architektura 13, no. 3 (2014): 119–26. http://dx.doi.org/10.35784/bud-arch.1787.

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Predicting the behaviour of plastic hinges subjected to large inelastic deformations caused by extreme loads such as earthquakes plays an important role in assessing maximum stable deformation capacities of framed concrete structures. This paper presents the analytical procedure for analysing the behaviour of a reinforced concrete section under bending with axial force in the post-yield range. The following stages of section behaviour are defined: the uncracked, first cracked, yielding, cover crushing, cover spalling, buckling of bars and limit stages. The relationship between the moment and c
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3

Wong, M. Bill. "Inelastic Behaviour of Concrete/Steel Composite Beam in Fire." Key Engineering Materials 340-341 (June 2007): 131–36. http://dx.doi.org/10.4028/www.scientific.net/kem.340-341.131.

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The configuration of a steel beam in a concrete/steel composite floor in fire gives rise to a non-uniform temperature profile across the depth of the cross-section. This temperature profile affects the deflection of the steel beam in two ways: thermal bowing due to non-uniform thermal strains and beam deflection due to imposed loads. The beam deflection becomes larger as the elastic properties of the steel beam deteriorate when the temperature is rising. The deflection increases rapidly when the cross-section of the steel beam starts to yield. This paper presents a method for the calculation o
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Cichorski, W., and A. Stolarski. "Modelling of inelastic behaviour of reinforced concrete deep beam." Journal of Achievements of Materials and Manufacturing Engineering 74, no. 1 (2016): 37–44. http://dx.doi.org/10.5604/17348412.1225756.

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Min, Chang Shik, and Ajaya Kumar Gupta. "Inelastic behaviour of reinforced concrete hyperbolic paraboloid saddle shell." Engineering Structures 16, no. 4 (1994): 227–37. http://dx.doi.org/10.1016/0141-0296(94)90061-2.

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6

Alfaiate, Jorge, and Thiago Domingues. "Numerical Modelling of Concrete Beams Reinforced with Pre-Stressed CFRP." Key Engineering Materials 348-349 (September 2007): 685–88. http://dx.doi.org/10.4028/www.scientific.net/kem.348-349.685.

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In this paper, a numerical simulation is presented on the behavior of concrete beams, reinforced with pre-stressed CFRP. The numerical results are compared to experimental results. Non-linear material behaviour is considered, namely: the inelastic compressive concrete behaviour, the elasto-plastic behaviour of steel reinforced bars, the bond-slip relationship between the concrete and the internal steel reinforced bars, the mode-II fracture interface between the concrete and the pre-stressed CFRP and concrete cracking. Cracking in concrete is modelled according to a discrete strong discontinuit
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Gizejowski, Marian A., Leslaw Kwasniewski, Bashir Saleh, and Marcin Balcerzak. "Numerical Study of Joint Behaviour for Robustness Assessment." Applied Mechanics and Materials 166-169 (May 2012): 3114–17. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.3114.

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The paper presents studies on numerical modelling of beam-to-column joint behaviour in typical service and exceptional design situations. The complexity of such investigations arises from highly nonlinear effects associated with the prediction of joint performance, such as structural imperfections, large displacements and rotations, inelastic properties of steel and concrete, bonding effects between steel and concrete, and slip between concrete and structural steel, among others. The paper addresses these problems and provides validation of numerical modelling techniques trough comparison with
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Fantilli, A. P., H. Mihashi, P. Vallini, and B. Chiaia. "The Ductile Behavior of High Performance Concrete in Compression." Archives of Civil Engineering 56, no. 1 (2010): 3–18. http://dx.doi.org/10.2478/v.10169-010-0001-1.

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Abstract The ductility of High Performance Concrete (HPC) can develop both in tension and compression. This aspect is evidenced in the present paper by measuring the mechanical response of normal vibrated concrete (NC), self-compacting concrete (SC) and some HPCs cylindrical specimens under uniaxial and triaxial compression. The post-peak behaviour of these specimens is defined by a non-dimensional function that relates the inelastic displacement and the relative stress during softening. Both for NC and SC, the increase of the fracture toughness with the confinement stress is observed. Convers
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Resende, L. "A Damage mechanics constitutive theory for the inelastic behaviour of concrete." Computer Methods in Applied Mechanics and Engineering 60, no. 1 (1987): 57–93. http://dx.doi.org/10.1016/0045-7825(87)90130-7.

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Monnamitheen Abdul Gafoor, A. H., and Dieter Dinkler. "A model for coupled inelastic deformation and anisotropic damage behaviour of concrete." PAMM 17, no. 1 (2017): 241–42. http://dx.doi.org/10.1002/pamm.201710090.

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Dissertations / Theses on the topic "Inelastic concrete behaviour"

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Lee, Do Hyung. "Inelastic seismic analysis and behaviour of RC bridges." Thesis, Imperial College London, 1999. http://hdl.handle.net/10044/1/8936.

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Eder, Martin A. "Inelastic behaviour of hybrid steel/concrete column-to-flat slab assemblages." Thesis, Imperial College London, 2011. http://hdl.handle.net/10044/1/7017.

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The use of tubular columns in conjunction with reinforced concrete flat slabs provides structurally efficient solutions which avoid undesirable failure modes such as those associated with shear. This thesis is concerned with the development of a tubular column-to- flat slab connection system that enables reliable performance under seismic loading conditions. During this research a novel detail which features a gap around the column is proposed and developed; hence only the structural steel shearhead establishes the connection. The exposed parts of the shear arms (fuses) are designed to yield p
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Piątek-Sierek, Ewa. "Kalibracja parametrów określających właściwości betonu opisanego modelem plastyczno-degradacyjnym zaimplementowanym w programie ABAQUS." Rozprawa doktorska, [Nakł.aut.], 2013. http://dlibra.utp.edu.pl/Content/574.

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W pracy opisano i zidentyfikowano parametry podlegające kalibracji. Kalibrację modelu zaimplementowanego w programie ABAQUS przeprowadzono w oparciu o rezultaty badań własnych laboratoryjnych betonu oraz zależności empiryczne. Opracowano tzw. algorytm kalibracji oraz zamieszczono gotowe pakiety kalibracyjne dla betonów o typowych wartościach wytrzymałości na ściskanie.
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Hurff, Jonathan B. "Stability of precast prestressed concrete bridge girders considering imperfections and thermal effects." Diss., Georgia Institute of Technology, 2010. http://hdl.handle.net/1853/34684.

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The spans of precast prestressed concrete bridge girders have become longer to provide more economical and safer transportation structures. As the spans have increased, so has the depth of the girders which in turn have increased the slenderness of the girders. Slenderness in a beam or girder would increase the likelihood that a stability failure would occur. Stability failures could pose a danger to construction personnel due to the sudden nature in which a stability failure would occur. Furthermore, stability failures of prestressed concrete girders during construction would cause a detr
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Books on the topic "Inelastic concrete behaviour"

1

Stone, W. C. Inelastic behavior of full-scale bridge columns subjected to cyclic loading. U.S. Dept. of Commerce, National Institute of Standards and Technology, 1989.

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2

Cheok, Geraldine S. Behavior of 1/6-scale model bridge columns subjected to cyclic inelastic loading. U.S. Dept. of Commerce, National Bureau of Standards, 1986.

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Cheok, Geraldine S. Behavior of 1/6-scale model bridge columns subjected to cyclic inelastic loading. U.S. Dept. of Commerce, National Bureau of Standards, 1986.

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Cheok, Geraldine S. Behavior of 1/6-scale model bridge columns subjected to cyclic inelastic loading. U.S. Dept. of Commerce, National Bureau of Standards, 1986.

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Cheok, Geraldine S. Behavior of 1/6-scale model bridge columns subjected to cyclic inelastic loading. U.S. Dept. of Commerce, National Bureau of Standards, 1986.

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6

Smarzewski, Piotr. Modelowanie statycznego zachowania niesprężystych belek żelbetowych wykonanych z betonu wysokiej wytrzymałości: Modelling of static behavior of inelastic reinforced high-strength concrete beams. Politechnika Lubelska, 2011.

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7

Young, A. G., and M. O. Albana. Modelling of Cracking and Inelastic Behaviour of Reinforced Concrete Structures: Final Report. European Communities / Union (EUR-OP/OOPEC/OPOCE), 1989.

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8

), National Science Foundation (U S. Modeling of Inelastic Behavior of Rc Structures Under Seismic Loads. American Society of Civil Engineers, 2001.

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9

Akanshu, Sharma, and Bhabha Atomic Research Centre, eds. Investigations on inelastic behavior of non-seismically detailed reinforced concrete beam-column joints under cyclic excitations. Bhabha Atomic Research Centre, 2008.

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Investigations on inelastic behavior of non-seismically detailed reinforced concrete beam-column joints under cyclic excitations. Bhabha Atomic Research Centre, 2008.

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Book chapters on the topic "Inelastic concrete behaviour"

1

Dulácska, E. "Buckling Analysis of Reinforced Concrete Shells." In Inelastic Behaviour of Plates and Shells. Springer Berlin Heidelberg, 1986. http://dx.doi.org/10.1007/978-3-642-82776-1_10.

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Combescure, A., A. Hoffmann, Ph Jamet, M. Lepareux, and A. Millard. "Global Methods for Reinforced Concrete Slabs." In Inelastic Behaviour of Plates and Shells. Springer Berlin Heidelberg, 1986. http://dx.doi.org/10.1007/978-3-642-82776-1_24.

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Nobile, Lucio. "Influence of Fracture Process Zone on Inelastic Behaviour of Concrete." In Fracture of Concrete and Rock. Springer New York, 1989. http://dx.doi.org/10.1007/978-1-4612-3578-1_26.

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Elghazouli, Ahmed Y., Dan V. Bompa, Bowen Xu, Peter J. Stafford, and Ana M. Ruiz‐Teran. "Inelastic Behaviour of RC Members Incorporating High Deformability Concrete." In High Tech Concrete: Where Technology and Engineering Meet. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_273.

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5

Wong, M. Bill. "Inelastic Behaviour of Concrete/Steel Composite Beam in Fire." In Engineering Plasticity and Its Applications. Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-433-2.131.

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Mang, H. A., J. Eberhardsteiner, and H. Walter. "On a Nonlocal Biaxial Strength Criterion for Concrete and its Application to Ultimate Load Analysis of RC Shells by the FEM." In Inelastic Behaviour of Plates and Shells. Springer Berlin Heidelberg, 1986. http://dx.doi.org/10.1007/978-3-642-82776-1_23.

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Athanatopoulou, Asimina M., Grigorios E. Manoukas, and Amfilohios Throumoulopoulos. "Parametric Study of Inelastic Seismic Response of Reinforced Concrete Frame Buildings." In Seismic Behaviour and Design of Irregular and Complex Civil Structures II. Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-14246-3_15.

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Cangiano, S., and G. A. Plizzari. "Fatigue Behavior of Fiber Reinforced Concrete: Comparison between Material and Structural Response." In Inelastic Analysis of Structures under Variable Loads. Springer Netherlands, 2000. http://dx.doi.org/10.1007/978-94-010-9421-4_19.

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Seol, H., J. Yang, and J. Kim. "Prediction on long-term behavior of high-rise buildings by considering the construction sequence and inelastic behavior." In Creep, Shrinkage and Durability Mechanics of Concrete and Concrete Structures. Taylor & Francis, 2008. http://dx.doi.org/10.1201/9780203882955.ch172.

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Conference papers on the topic "Inelastic concrete behaviour"

1

S, Ajimi, Keerthy M. Simon, and Bharati Raj. "A Review on Residual Life Assessment of Plain and Reinforced Concrete Members." In International Web Conference in Civil Engineering for a Sustainable Planet. AIJR Publisher, 2021. http://dx.doi.org/10.21467/proceedings.112.33.

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Under fatigue loading, concrete like quasi-brittle materials exhibit softening behaviour since an inelastic zone will be formed in front of the crack tip called the fracture process zone (FPZ). There are various toughening mechanisms that exhibiting in this region. Current design practices for reinforced concrete assumes a zero tensile strength for concrete which is actually overly conservative. In fact, concrete can bear significant tensile stress and strain. Therefore, the tension softening response of RC member should consider in the study. Under fatigue loading, strength and stiffness decr
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El-Tawil, Sherif, Christopher Kuenzli, Mohamed Hassan, and Sashi Kunnath. "Inelastic Behavior of Hybrid Coupled Walls." In Composite Construction in Steel and Concrete IV Conference 2000. American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40616(281)83.

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Shim, Chang-Su, Hyun Hye Song, and Dong Wook Kim. "Inelastic Behavior of Continuous Hybrid Double-Composite Girders." In 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures. Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-2615-7_104.

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Shim, Chang-Su, Hyung-Keun Ryu, Chul-Hun Chung, Seok-Goo Youn, and Sung-Pil Chang. "Inelastic Behavior of a Continuous Composite Box-Girder Bridge with Prefabricated Slabs." In Fifth International Conference on Composite Construction in Steel and Concrete. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40826(186)6.

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"Frequency Dependent Effects of Soil-Structure Interaction on Inelastic Behavior of Superstructures." In SP-316: Design and Performance of Concrete Bridges and Buildings. American Concrete Institute, 2017. http://dx.doi.org/10.14359/51689878.

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Hatzigeorgiou, G. D., and D. E. Beskos. "Importance of Seismic SSI in 3-D Tunnels Assuming Inelastic Material Behavior." In ASME 2001 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2001. http://dx.doi.org/10.1115/imece2001/ad-23774.

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Abstract This paper investigates the importance of seismic soil-structure interaction in three-dimensional lined tunnels, assuming inelastic material behavior for both the concrete liner and the soft rock type of soil. The seismic response of the soil-structure system is obtained by the finite element method in the time domain. Viscous absorbing boundaries are used in conjunction with the discretization of the rock medium. Both the rock medium and the concrete liner are assumed to behave inelastically on the basis of the continuum damage mechanics theory. The seismic waves are assumed to have
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"Observations on the Behavior of Reinforced Concrete Buildings During Earthquakes." In SP-127: Earthquake-Resistant Concrete Structures--Inelastic Response and Design. American Concrete Institute, 1991. http://dx.doi.org/10.14359/3007.

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"Laboratory Definitions of Behavior for Structural Components and Building Systems." In SP-127: Earthquake-Resistant Concrete Structures--Inelastic Response and Design. American Concrete Institute, 1991. http://dx.doi.org/10.14359/3009.

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"Observed Behavior of Slender Reinforced Concrete Walls Subjected to Cyclic Loading." In SP-127: Earthquake-Resistant Concrete Structures--Inelastic Response and Design. American Concrete Institute, 1991. http://dx.doi.org/10.14359/3024.

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Ishvarbhai Patel, Vipulkumar, Qing Quan Liang, and Muhammad N. S. Hadi. "Nonlinear Inelastic Behavior of Circular Concrete-Filled Steel Tubular Slender Beam-Columns with Preload Effects." In 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures. Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-2615-7_115.

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