Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Finite Element Simulation on Flexural Behavior of RC Slabs Using Coupled Damage-Plasticity Microplane Model
This paper focuses on applying and evaluating the available Coupled Damage-Plasticity Microplane (CDPM) model equipped with ANSYS software to represent the non-linear behavior of concrete material. The non-linear behavior of a reinforced concrete slab, subjected to a monotonically increasing load and designed according to the ACI 318-08 standard, is analyzed by the Finite Element Method. The three-dimensional finite element model of the three-point-bending test is established in ANSYS/Workbench. The three-dimensional eight-node hexahedral elements (CPT215) are used for simulating the non-linear behavior of the concrete member part, whereas the three-dimensional embedded elements (REINF264) are employed to model the reinforcement behavior of steel bars. The identification of parameters of the CDPM model for the reinforced concrete control slab is summarized and proposed based on an extensive literature survey. The results of the analysis of the load-deflection at the mid-span curve are presented and validated by the experimental results from the previous study to show the rationality and feasibility of the proposed finite element model.
Finite Element Simulation on Flexural Behavior of RC Slabs Using Coupled Damage-Plasticity Microplane Model
This paper focuses on applying and evaluating the available Coupled Damage-Plasticity Microplane (CDPM) model equipped with ANSYS software to represent the non-linear behavior of concrete material. The non-linear behavior of a reinforced concrete slab, subjected to a monotonically increasing load and designed according to the ACI 318-08 standard, is analyzed by the Finite Element Method. The three-dimensional finite element model of the three-point-bending test is established in ANSYS/Workbench. The three-dimensional eight-node hexahedral elements (CPT215) are used for simulating the non-linear behavior of the concrete member part, whereas the three-dimensional embedded elements (REINF264) are employed to model the reinforcement behavior of steel bars. The identification of parameters of the CDPM model for the reinforced concrete control slab is summarized and proposed based on an extensive literature survey. The results of the analysis of the load-deflection at the mid-span curve are presented and validated by the experimental results from the previous study to show the rationality and feasibility of the proposed finite element model.
Finite Element Simulation on Flexural Behavior of RC Slabs Using Coupled Damage-Plasticity Microplane Model
Lecture Notes in Civil Engineering
Reddy, J. N. (Herausgeber:in) / Wang, Chien Ming (Herausgeber:in) / Luong, Van Hai (Herausgeber:in) / Le, Anh Tuan (Herausgeber:in) / Le Vo, Anh Khac (Autor:in) / Nguyen, Thai Binh (Autor:in) / Cao, Thi Nguyen (Autor:in) / Luong, Van Hai (Autor:in)
21.09.2022
12 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Finite element simulation , Coupled damage-plasticity microplane model , Flexural behavior of RC slab , CPT215 element , REINF264 element Energy , Sustainable Architecture/Green Buildings , Structural Materials , Geotechnical Engineering & Applied Earth Sciences , Building Construction and Design , Construction Management , Environmental Policy , Engineering
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