K, the ratio of the flow stress in triaxial tension to the flow stress in triaxial compression. This material model uses a yield function defined by 1 where. The concrete damaged plasticity model considers both the tensile cracking and compressive crushing of concrete as possible failure modes 5. Download now white paper creating highquality automotive embedded software as the number of automaker recalls due to software issues are increasing and gaining widespread attention, we are striving to enable the automotive industry with the bestinclass software and guidelines to control and improve the architecture and technical quality of.
Application of druckerprager plasticity model for stress. I have no trouble converging to a solution by defining the soil only using its density, elasticity and poisson factor. Pdf application of druckerprager plasticity model for stress. Note that the plasticity yield surface must lie inside the concrete failure surface, otherwise no yielding will occur. Druckerprager yield criterion application to study the. Abaqus, soil mechanics, soil plasticity, hypoplasticity, pile penetration analysis, soil.
We use a generalization of the duvautlions regularization, according to which the viscoplastic strain rate tensor. Generally, the numerical model should be rich enough to be capable of capturing the critical and essential phenomena but should not be complex enough to increase the analysis time of the computer. In abaqus, modified drucker prager cap model is widely used for the compaction problems of different metals in many research papers. Similar to other plasticity models, there are three criteria controlling the framework of a dp type model, and hence. Prager model was proposed by drucker and prager to describe the stressstrain behavior of pressuredependent materials such as soil, rock, and concrete.
The concrete damaged plasticity model can be regularized in abaqusstandard using viscoplasticity by permitting stresses to be outside of the yield surface. Numerical investigation of loadcarrying capacity of gfrp. Strength analysis of nuclear power plant structures. Sep 19, 2015 i have a simple foundation slab embedded into a layer of soil. Extended druckerprager plasticity capped druckerprager plasticity camclay plasticity mohrcoulomb plasticity crushable foam plasticity jointed materials concrete progressive damage and failure ductile shear forming limit diagram fld. A generalized druckerprager viscoplastic yield surface. Drucker prager plasticity models linear or nonlinear elastic, perfectly plastic or isotropic hardening with alternative extended druckerprager yield conditions, modified drucker.
Assessment of druckerprager type plasticity models for. Soil damage properties with pressure dependence can also be incorporated e. This model is a continuum, plasticitybased, damage model for concrete, that provides a general capability. The capability allows for the specification of one or more damage initiation criteria, including ductile, shear, forming limit diagram fld, and forming limit stress diagram flsd criteria. Abaqus software simulia, 2008 provides the capability of simulating the damage using either of the three crack models for reinforced concrete elements. All drucker prager models are also available in plane stress plane stress, shell, and membrane elements, except for the linear drucker prager model with creep. By implementing the proposed models in abaqus, finite element analyses can.
However, some have mentioned the usage of drucker prager or menetreywillam models for the input of stressstrain values for concrete. Contribute to ovguliuabaqustraining development by creating an account on github. This option is used to define yield surface and flow potential parameters for elasticplastic materials that use one of the extended drucker prager plasticity models. Due to complexity of concrete, a general and mature constitutive model for the material has not been developed till date. Assessment of druckerprager type plasticity models for predicting the behaviour of frpconfined concrete abstract this paper presents a critical assessment of the ability of existing druckerprager dp type plasticity models to predict the behaviour of confined concrete using both experimental observations and a recent analytical model. The concrete is modelled with the concrete damaged plasticity model. The yield function, represents a surface in effective stress space, which determines the. Evaluation of antiexplosion performance of shuibuya. Behavior of the abaqus cdp model in simple stress states.
The druckerprager conception of elastoplasticity is often used in the mechanical engineering literature for granular materials drucker and prager 1952, and we show that it can. Usually, multilinear elastic or druckerprager plasticity is used for concrete. It can well describe pressuresensitive materials such as rock, soil and concrete. Abaqus unified fea product suite with simulia support. Data lines to define a linear druckerprager plasticity model shear criterion linearfirst line. Abaqusstandard with complementary software from thirdparty suppliers in areas such as plastics injection molding and multibody dynamics abaqusstandard 6. Concrete frame under earthquake loading using abaqus. How to model soil in ansys workbench using drucker prager. Highperformance abaqus simulations in soil mechanics.
The druckerprager yield criterion 3 has been used by several authors to simulate the triaxial behavior of concrete, both in confined concrete with steel tubes 4,5, and confined concrete by means of frp 610. The rst building block is a modi ed druckerprager yield surface with rankine. Abaqus, two of the programs used for analyses in this thesis. Drucker prager convergence problem abaqus structural. Druckerprager, plasticity model, frp confined concrete, plastic dilation, abaqus. The druckerprager model has been used to model polymers such as polyoxymethylene and polypropylene citation needed. When modeling the soil as a continuum, the mohrcoulomb criterion is implemented in abaquscae. Rebars are typically used with metal plasticity models to describe the behavior of the rebar material and are superposed on a mesh of standard element types used to model the concrete. Identification of material parameters for druckeraprager. Assessment of drucker prager type plasticity models for predicting the behaviour of frpconfined concrete abstract this paper presents a critical assessment of the ability of existing drucker prager dp type plasticity models to predict the behaviour of confined concrete using both experimental observations and a recent analytical model. It must be used in conjunction with the drucker prager hardening option and, if creep material behavior is included in an abaqus standard analysis, with the drucker prager creep. In abaqus, modified druckerprager cap model is widely used for the compaction problems of different metals in many research papers.
Figure 6 hyperbolic druckerprager flow potential 8. However, some have mentioned the usage of druckerprager or menetreywillam models for the input of stressstrain values for concrete. Muti soil layers for single pile part1 by abaqus 6 12. A short description of the concrete modelling is given and all the modelling assumptions are described below. Finite element analysis was performed using abaqus cae system. The drucker prager models can be used with the following element types. The drucker prager yield criterion 3 has been used by several authors to simulate the triaxial behavior of concrete, both in confined concrete with steel tubes 4,5, and confined concrete by means of frp 610. However, polypropylene shows a quadratic pressuredependence of the yield stress. Abaqus builtin features enable a wide range of simulating such problems. Thus, analysis and prediction of structural response to static or dynamic loading requires prediction of concrete response to variable load histories. For a while our research group has been using a constitutive model, namely, drucker prager cap implemented in abaqus. Identification of material parameters for druckerprager.
The concrete damaged plasticity model in abaqus can be regularized using viscoplasticity, therefore. Druckerprager plasticity model was used for the numerical simulations of frp confined concrete 1719. For a more accurate analysis, more advanced constitutive models should be used such as camclay, drucker prager but the mohrcoulomb criterion gives a good first approximation of the inelastic behavior. Predicting shear type crack initiation and growth in concrete. The modified drucker prager material model will account for these properties. Modeling of concrete for nonlinear analysis using finite element code abaqus s. Ansys tutorial reinforced concrete beam rc beam static. Abaqus with the name concrete damaged plasticity cdp 5. I am having serious convergence issues related to it.
Accordingly, along with cdp model, abaqus druckerprager concrete. When modeling the soil as a continuum, the mohrcoulomb criterion is implemented in abaqus cae. Druckerprager plasticity model the dp model was proposed by drucker and prager 1952. Chakrabarti department of structural engineering vjti,matunga,mumbai abstract concrete is the main constituent material in many structures.
Evaluation of antiexplosion performance of shuibuya concrete. Constitutive models, clayey soils, mohrcoulomb, druckerprager, critical state. In this paper, nonlinear behavior of reinforced concrete beam, subjected to monotonically increasing load and designed according to en 199211, was analyzed. Several extensions for soil mechanics purposes are discussed and corresponding case studies are presented.
Threedimensional finite element analysis of compressive. Theoretical description of the 3d druckerprager material model. I am attempting to model frp confined concrete in abaqus using the druckerprager model. The model uses in the stress space a conical failure surface whose projection in the octahedral plane is a circle and in the meridional plane is a line. Since abaqus program is able to consider the confinement effect in improving the behavior of the confined concrete by using models such as druckerprager, it seems that unconfined concrete behavior should be used to define the concrete material in abaqus. Theoretical description of the 3d druckerprager material. For polyoxymethylene the yield stress is a linear function of the pressure. Ansys has a very powerful solver, and can do basically the same as abaqus can do, however not everything is supported by workbench yet. The 3d druckerprager material model is used to model geological materials, such as soils, clays and rocks. Drucker prager massachusetts institute of technology. A generalized drucker prager viscoplastic yield surface model for asphalt concrete yuqing zhang a, michelle bernhardt b, giovanna biscontin c, rong luo a, and robert l.
In abaqus reinforcement in concrete structures is typically provided by means of rebars, which are onedimensional rods that can be defined singly or embedded in oriented surfaces. For discretization of the concrete member part, 3dimensional finite elements, solid65, in the program ansys, 2dimensional finite elements, cps4, in the program abaqus and. Application of druckerprager plasticity model for stressstrain. Feb 17, 2012 this example illustrates the use of the extended drucker prager plasticity model in abaqus for a problem involving finite deformation. I have also tried to change the mesh sizes but it still doesnt work. However, as soon as try to incorporate the internal friction an. Drucker prager, plasticity model, frp confined concrete, plastic dilation, abaqus. A generalized druckerprager viscoplastic yield surface model for asphalt concrete yuqing zhang a, michelle bernhardt b, giovanna biscontin c, rong luo a, and robert l.
For a while our research group has been using a constitutive model, namely, druckerpragercap implemented in abaqus. Cetti bldg 503, 35 tamu, college station, texas 7784335. Bestinclass companies are taking advantage of abaqus unified fea to consolidate their processes and tools, reduce costs and inefficiencies, and gain a. Concrete damage plasticity for the concrete frame structure in order to investigate crack initiation. I would like to ask if i only input the miso will it be enough to define the nonlinear behavior instead of defining the. The abaqus unified fea product suite offers powerful and complete solutions for both routine and sophisticated engineering problems covering a vast spectrum of industrial applications. I am attempting to model frp confined concrete in abaqus using the drucker prager model. It is a plasticity model with multiple yield surfaces. Druckerprager hyperbolic function in which the definition of the dilation angle is needed.
The druckerprager models can be used with the following element types. This model includes three sections as shown in figure 2. Existing research works have identified that druckerprager dp plasticity model is. Finite element analysis of synergy effect on concrete. In abaqusexplicit the linear druckerprager model can be used in conjunction with the models of progressive damage and failure. Plasticity drucker prager model the yield criterion can be defined as. The area where i1 is larger than the tension cutoff, tcut, is defined as the tension cutoff region.
All druckerprager models are also available in plane stress plane stress, shell, and membrane elements, except for the linear druckerprager model with creep. For complex problems abaqus can be extended via user subroutines. Structural mechanics simulation csm using finite element. The drucker prager conception of elastoplasticity is often used in the mechanical engineering literature for granular materials drucker and prager 1952, and we show that it can be adopted to animation applications with relatively simple. Rajiv gandhi institute of technology, andheriw,mumbai,india m. Study of a druckerprager criterion several criteria are named after drucker and prager. The purpose of this section is to study an expression that combines the three stress invariants, taken under the form. Try enter the drucker prager parameters in with an apdl command. Modeling of concrete for nonlinear analysis using finite. Existing research works have established that druckerprager dp plasticity.
A generalized druckerprager viscoplastic yield surface model. The extended druckerprager tb, edp is meant to address some shortcomings of the basic druckerprager model, namely, the use of perfectly plastic behavior and the requirement of a linear yield surface. Druckerprager plasticity, drucker prager, druckerprager hardening and. Identification of material parameters for druckerprager plasticity. The combination of the druckerprager and plasticdamage models offers two advantages. Statistical analysis of modified druckerprager cap model. About of the abaqus cdp model the abaqus concrete damaged plasticity cdp material model, as documented in the abaqus user and theory manuals, 1, is based on two damageplasticity theory building blocks. Plastic dilation, friction angle and cohesion for frp confined concrete normalweight are extensively investigated by analyzing test results, and models for each of them are developed in this paper, leading to a modified dp model for finite element analyses of frp confined concrete columns. Concrete damaged plasticity massachusetts institute of. Concrete model the concrete material can be combined with other nonlinearities. In this study, the plastic dilation for frp confined cylinder is extensively investigated, leading to a model for finite element analyses of frp confined concrete.432 634 1587 693 528 925 640 293 649 177 1167 248 1170 623 1581 242 725 1502 1288 1497 300 521 666 751 1018 235 969 1497 877 183 268 79 1296 1446 211 249 473 1492 1171 221