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  • 1
    Online Resource
    Online Resource
    Wiley ; 2016
    In:  International Journal for Numerical Methods in Engineering Vol. 108, No. 11 ( 2016-12-14), p. 1406-1424
    In: International Journal for Numerical Methods in Engineering, Wiley, Vol. 108, No. 11 ( 2016-12-14), p. 1406-1424
    Abstract: The production of new composite laminates with variable stiffness within the surface of plies was enabled by tow‐placement machines. Because of the variation of stiffness, these materials are called variable stiffness composite laminates (VSCL). Recently, many attempts were made to investigate their structural behaviour. In this contribution, a first‐order shear deformation theory is selected to model the multilayered composite laminates. The adopted theory is enhanced by the extended finite element method (XFEM) to describe discontinuities at element level of any interface of interest. To predict the location of the delamination onset, a traction–separation law is developed that is consistent with the XFEM topology. An exponential softening behaviour is implemented within the interface to model the delamination growth in a mixed‐mode direction. In order to solve the non‐linear equations of the delamination propagation, an arc‐length method is applied. The effect of the curvilinear fibre orientation on the location of the delamination onset is investigated. Subsequently, the structural response of the laminates is computed. According to the simplicity of the new approach using the XFEM; and based on the computational cost for calculating the stiffness of VSCL, the method is able to determine structural response of VSCL with less computational effort. Copyright © 2016 John Wiley & Sons, Ltd.
    Type of Medium: Online Resource
    ISSN: 0029-5981 , 1097-0207
    URL: Issue
    Language: English
    Publisher: Wiley
    Publication Date: 2016
    detail.hit.zdb_id: 241381-4
    detail.hit.zdb_id: 1480873-0
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  • 2
    Online Resource
    Online Resource
    Wiley ; 2019
    In:  International Journal for Numerical Methods in Engineering Vol. 120, No. 8 ( 2019-11-23), p. 1011-1026
    In: International Journal for Numerical Methods in Engineering, Wiley, Vol. 120, No. 8 ( 2019-11-23), p. 1011-1026
    Abstract: In this work, a low‐order mixed finite element formulation for three‐dimensional nonlinear elastic problems is presented. The main goal of this paper is to develop a robust and efficient element formulation to overcome locking arising in the cases of hyperelastic bending, quasi‐incompressibility, and anisotropy. For this, a low‐order discretisation of a five‐field Hu‐Washizu functional written in terms of the minors of the Cauchy‐Green tensor is used. For the tested boundary value problems, the proposed element formulation is more accurate and computational efficient than comparable element formulations.
    Type of Medium: Online Resource
    ISSN: 0029-5981 , 1097-0207
    URL: Issue
    Language: English
    Publisher: Wiley
    Publication Date: 2019
    detail.hit.zdb_id: 241381-4
    detail.hit.zdb_id: 1480873-0
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  • 3
    Online Resource
    Online Resource
    Wiley ; 2003
    In:  PAMM Vol. 3, No. 1 ( 2003-12), p. 280-281
    In: PAMM, Wiley, Vol. 3, No. 1 ( 2003-12), p. 280-281
    Type of Medium: Online Resource
    ISSN: 1617-7061 , 1617-7061
    URL: Issue
    Language: English
    Publisher: Wiley
    Publication Date: 2003
    detail.hit.zdb_id: 2078931-2
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  • 4
    Online Resource
    Online Resource
    Wiley ; 2010
    In:  PAMM Vol. 10, No. 1 ( 2010-12), p. 391-392
    In: PAMM, Wiley, Vol. 10, No. 1 ( 2010-12), p. 391-392
    Abstract: In this contribution, the model of concrete deterioration due to alkali silica reaction(ASR) at the microscale is set up. Based on a three‐dimensional micro computer‐tomography, a finite‐element mesh is constructed at the micrometer length scale and 3D coupled Chemo‐Themo‐Mechanics model in hardened cement paste(HCP) accounting for diffusion, heat transport, micro‐crack is developed with staggering method. (© 2010 Wiley‐VCH Verlag GmbH & Co. KGaA, Weinheim)
    Type of Medium: Online Resource
    ISSN: 1617-7061 , 1617-7061
    URL: Issue
    Language: English
    Publisher: Wiley
    Publication Date: 2010
    detail.hit.zdb_id: 2078931-2
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  • 5
    In: PAMM, Wiley, Vol. 17, No. 1 ( 2017-12), p. 487-488
    Abstract: This contribution deals with the determination of material parameters of lightweight granules, which will be used to increase the crashworthiness in ship construction. Using expanded glass or clay granules as a crash absorber requires a detailed knowledge about the single grain properties, such as Young's modulus or crushing strength. Therefore, a uniaxial compression test was performed and the results are covered with a statistical model consisting of nine parameters. (© 2017 Wiley‐VCH Verlag GmbH & Co. KGaA, Weinheim)
    Type of Medium: Online Resource
    ISSN: 1617-7061 , 1617-7061
    URL: Issue
    Language: English
    Publisher: Wiley
    Publication Date: 2017
    detail.hit.zdb_id: 2078931-2
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  • 6
    Online Resource
    Online Resource
    Wiley ; 2017
    In:  PAMM Vol. 17, No. 1 ( 2017-12), p. 435-436
    In: PAMM, Wiley, Vol. 17, No. 1 ( 2017-12), p. 435-436
    Abstract: Throughout the last 60 years, nickel (Ni) based superalloys have been the standard high‐temperature material used in mobile and stationary gas turbines. The ever increasing temperatures necessitate further improvements of those alloys, foremost, enhancing their creep‐resistance. Creep denotes a macroscopic, permanent change of shape which, amongst other effects, stems from thermally and mechanically induced dislocation movement. The key microstructural feature of most modern alloys is a uniform distribution of particles of the L 12 ‐ordered γ′ phase which are embedded into the nickel‐based matrix. Most importantly, these particles are impenetrable to matrix‐dislocations. This leads to numerous dislocation effects encountered in such microstructured alloys. A wealth of different material modeling‐approaches exists in the literature which try to capture creep behavior. Due to the multiscaled nature of the physical problem, most crystal plasticity approaches are phenomenological and, thus, rely on many parameters. Finding suitable constitutive equations that capture experimental results becomes a challenge. A large deformation crystal plasticity framework has been set up which allows for an efficient comparison of different material formulations. This has been achieved by the use of AceGEN. The analytically generated tangent‐subroutine is linked into a FEAP polycrystal plasticity model and thus, global quadratic convergence is reached. In future work, a variety of flow rules, dislocation density based (cross‐) hardening formulae and parameters can be studied in a unified way [6]. (© 2017 Wiley‐VCH Verlag GmbH & Co. KGaA, Weinheim)
    Type of Medium: Online Resource
    ISSN: 1617-7061 , 1617-7061
    URL: Issue
    Language: English
    Publisher: Wiley
    Publication Date: 2017
    detail.hit.zdb_id: 2078931-2
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  • 7
    Online Resource
    Online Resource
    Wiley ; 2017
    In:  PAMM Vol. 17, No. 1 ( 2017-12), p. 263-264
    In: PAMM, Wiley, Vol. 17, No. 1 ( 2017-12), p. 263-264
    Abstract: A combined continuous‐discontinuous approach to fracture is presented to model crack propagation in 3D. The damage evolution governs the discrete crack advancement and the direction of the crack propagation. (© 2017 Wiley‐VCH Verlag GmbH & Co. KGaA, Weinheim)
    Type of Medium: Online Resource
    ISSN: 1617-7061 , 1617-7061
    URL: Issue
    Language: English
    Publisher: Wiley
    Publication Date: 2017
    detail.hit.zdb_id: 2078931-2
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  • 8
    Online Resource
    Online Resource
    Wiley ; 2018
    In:  PAMM Vol. 18, No. 1 ( 2018-12)
    In: PAMM, Wiley, Vol. 18, No. 1 ( 2018-12)
    Abstract: Despite its popularity, it is well known that the SPH method in its original form is not even zeroth order consistent [5]. This inconsistency results from the SPH‐ansatz function, the so‐called kernel, only depending on the chosen smoothing length, ignoring the current particle distribution. For the examination the heat conduction equation was chosen. Heat conduction test cases have the advantage, that their particle distribution can remain constant during the whole simulation. In this work the resulting errors are highlighted and the influence of common correction techniques of zeroth order are compared.
    Type of Medium: Online Resource
    ISSN: 1617-7061 , 1617-7061
    URL: Issue
    Language: English
    Publisher: Wiley
    Publication Date: 2018
    detail.hit.zdb_id: 2078931-2
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  • 9
    In: PAMM, Wiley, Vol. 18, No. 1 ( 2018-12)
    Abstract: Computational modelling is a promising and ethical reasonable method in implant development. A computational model for bone ingrowth on implant level length scale has been implemented and applied for an open‐pored space‐filling bone substitute. First numerical simulations showed reasonable results for the average bone density and the effective Young's modulus of the bone‐implant‐compound.
    Type of Medium: Online Resource
    ISSN: 1617-7061 , 1617-7061
    URL: Issue
    Language: English
    Publisher: Wiley
    Publication Date: 2018
    detail.hit.zdb_id: 2078931-2
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  • 10
    Online Resource
    Online Resource
    Wiley ; 2019
    In:  PAMM Vol. 19, No. 1 ( 2019-11)
    In: PAMM, Wiley, Vol. 19, No. 1 ( 2019-11)
    Abstract: This work outlines a micro‐mechanical framework for modeling water‐induced damage mechanism of concrete. Concrete has a highly heterogeneous micro‐structure and its composite behavior is very complex. Due to that various effects must be considered for analyzing failure response at micro scale, e.g. modeling the solid skeleton, fluid bulk phases and their interaction. For obtaining a deeper understanding of the influence of water on the concrete at the micro‐level, a micro‐computed‐tomography (micro‐CT) scan has been conducted at IfB to illustrate the micro‐structure geometry and concrete content. These data are required to build the constitutive model and the design of the numerical simulations, in line with [1]. Then a micro‐mechanical model is developed for the coupled problem of fluid‐saturated heterogeneous porous media at fracture. The modeling of microscopic cracks in porous heterogeneous media can be achieved in a convenient way by a continuum phase‐field approach, which is based on the regularization of sharp crack discontinuities [2,3] . This avoids the use of complex discretization methods for crack discontinuities, and can account for complex crack patterns. The numerical examples proposed in this contribution stem out from the DFG Priority Program SPP 2020 “ Cyclic Damage Processes in High‐Performance Concretes in the Experimental Virtual Lab ”.
    Type of Medium: Online Resource
    ISSN: 1617-7061 , 1617-7061
    URL: Issue
    Language: English
    Publisher: Wiley
    Publication Date: 2019
    detail.hit.zdb_id: 2078931-2
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