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ABAQUS model

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<span class="search-highlight">Abaqus</span> <span class="search-highlight">model</span> built for static stress distribution <span class="search-highlight">modeling</span>. The <span class="search-highlight">models</span> are ...
Published: 28 December 2017
Figure 5. Abaqus model built for static stress distribution modeling. The models are full 3D copies of the experimental setups. The figure shows half of the models cut by the vertical plane along the main axis. PEEK pistons are green; tested samples are gray. The areas with applied boundary
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<span class="search-highlight">ABAQUS</span> <span class="search-highlight">models</span> of the 500-kV transformers: (a) in-service; (b) stiffened.
Published: 01 February 2018
Figure 16. ABAQUS models of the 500-kV transformers: (a) in-service; (b) stiffened.
Series: Geological Society, London, Special Publications
Published: 01 January 2012
DOI: 10.1144/SP367.12
EISBN: 9781862396159
... the detachment to be examined. Modelling method Finite-element modelling of DDWFTBs was undertaken using the software package ABAQUS™ ( Hibbitt et al. 2001 ). ABAQUS™ is a well-recognized industry standard finite-element modelling program that delivers accurate and robust high-performance solutions...
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(a) Geologic cross section based on  Horne et al. (2022)  from interpretati...
Published: 16 December 2024
Figure 2. (a) Geologic cross section based on Horne et al. (2022) from interpretation of 3D seismic data and integration with well data. (b) ABAQUS model geometry derived from the geologic cross section. Symbols indicate model sides restrained horizontally and model base restrained horizontally
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<span class="search-highlight">ABAQUS</span>&#x2F;implicit (<span class="search-highlight">ABAQUS</span>, 2004) numerical <span class="search-highlight">model</span> used to measure the fracture...
Published: 16 February 2017
Figure 12. ABAQUS/implicit (ABAQUS, 2004) numerical model used to measure the fractured shear modulus of a torsional beam with a circular cross section. (a) Shows the schematic representation of the geometry and boundary conditions (equations  D-1 – D-7 ) used to perform numerical calculations
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Poroelastic <span class="search-highlight">model</span> constructed in <span class="search-highlight">Abaqus</span>, with the embedded details demonstr...
Published: 23 May 2024
Figure 2. Poroelastic model constructed in Abaqus, with the embedded details demonstrated as follows: the blue lines represent HF planes 1–4, representing the active vertical cohesive layers over which an HF can propagate; the solid yellow and red lines represent the fault core and damage zone
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<span class="search-highlight">Model</span> of target soil-rock-mixture bare slope established in <span class="search-highlight">ABAQUS</span>.
Published: 14 May 2022
Figure 7 Model of target soil-rock-mixture bare slope established in ABAQUS.
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The <span class="search-highlight">ABAQUS</span> slope <span class="search-highlight">model</span> after revetment.
Published: 14 May 2022
Figure 25 The ABAQUS slope model after revetment.
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Concrete damage plasticity <span class="search-highlight">model</span> in <span class="search-highlight">Abaqus</span>&#x2F;Explicit, response under (a) ten...
Published: 01 November 2014
Figure 3. Concrete damage plasticity model in Abaqus/Explicit, response under (a) tension and (b) compression (modified from Wawrzynek and Cincio 2005 ).
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A 2D numerical <span class="search-highlight">model</span> built in <span class="search-highlight">ABAQUS</span> for the asperity angle of 6.84°. The t...
Published: 23 May 2014
Figure 3. A 2D numerical model built in ABAQUS for the asperity angle of 6.84°. The total number of elements is 301,777. A finer mesh resolution is used near the fracture interface to reduce numerical error. Contact interface is also defined to avoid interpenetration of elements along
Journal Article
Published: 01 February 2018
Earthquake Spectra (2018) 34 (1): 397–421.
...Figure 16. ABAQUS models of the 500-kV transformers: (a) in-service; (b) stiffened. ...
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Journal Article
Journal: Interpretation
Published: 16 December 2024
Interpretation (2024) T33–T47.
...Figure 2. (a) Geologic cross section based on Horne et al. (2022) from interpretation of 3D seismic data and integration with well data. (b) ABAQUS model geometry derived from the geologic cross section. Symbols indicate model sides restrained horizontally and model base restrained horizontally...
FIGURES | View All (9)
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Direct‐shear test data as a function of normal stress. (a) Climax stock joi...
Published: 26 January 2016
Figure 15. Direct‐shear test data as a function of normal stress. (a) Climax stock joint data (S. Broome, personal comm., 2014). (b) Abaqus elastic‐slip contact model.
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(a) Schematic of the OpenSees <span class="search-highlight">model</span> including the rigid member end zones an...
Published: 01 August 2013
Figure 11. (a) Schematic of the OpenSees model including the rigid member end zones and initial imperfection, and (b) the comparison of cyclic base shear versus roof drift relationships obtained from OpenSees and ABAQUS analyses.
Journal Article
Published: 01 November 2014
Earthquake Spectra (2014) 30 (4): 1643–1661.
...Figure 3. Concrete damage plasticity model in Abaqus/Explicit, response under (a) tension and (b) compression (modified from Wawrzynek and Cincio 2005 ). ...
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Journal Article
Journal: AAPG Bulletin
Published: 01 September 2012
AAPG Bulletin (2012) 96 (9): 1687–1709.
... for the complexity of rock deformation. Our approach is to use rock mechanics experimental data and finite element models (Abaqus). To generate realistic simulations, the present numerical rheology incorporates the dominant documented deformation modes of rocks: (1) rock mechanics experimental observations...
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Journal Article
Published: 06 December 2019
Quarterly Journal of Engineering Geology and Hydrogeology (2020) 53 (2): 252–265.
... conditions of the ABAQUS model were set as follows: the slope surface was unconstrained, the lateral boundary was fixed in the normal direction and free in the other two directions, and the bottom boundary was fixed against displacement in all directions ( Fig. 5b ). To allow precise computation, up to 79...
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Journal Article
Published: 01 November 2012
Environmental & Engineering Geoscience (2012) 18 (4): 343–355.
... is opposite to the rock mechanics convention (where compression is positive). Furthermore, it inherently contains its own parameters that describe porous materials, so a short introduction of poroelasticity used in Abaqus is provided here. In Abaqus, the porous elastic material model is non-linear...
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Journal Article
Journal: Geoenergy
Published: 25 January 2024
Geoenergy (2024) 2 (1): geoenergy2023-018.
... of constitutive models written in the popular UMAT format provided by the solver ABAQUS™ into the open-source solver OpenGeoSys interfaced with MFront. The results of a simulation using a complex UMAT-model and the corresponding test procedure to validate this approach are subsequently presented...
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Material properties for the adobe masonry, <span class="search-highlight">modeled</span> using the concrete damag...
Published: 01 November 2014
Table 2 Material properties for the adobe masonry, modeled using the concrete damaged plasticity model in Abaqus Tarque (2011) . Elastic Tension Compression E (N/mm 2 ) v γ m (N/mm 3 ) h (mm) f t (N/mm 2 ) G I f (N/mm) f c (N/mm 2 ) G