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Relevant bibliographies by topics / Homogenised response

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Journal articles

Academic literature on the topic 'Homogenised response'

Author: Grafiati

Published: 20 April 2024

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Journal articles on the topic "Homogenised response"

1

LEW, T. L., A. B. SPENCER, F. SCARPA, and K. WORDEN. "SURFACE RESPONSE OPTIMISATION OF AUXETIC HOMOGENISED CELLULAR PLATES USING GENETIC PROGRAMMING." Computational Methods in Science and Technology 10, no. 2 (2004): 169–81. http://dx.doi.org/10.12921/cmst.2004.10.02.169-181.

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Lehmann, Eva, Stefan Schmaltz, Sandrine Germain, et al. "Material Model Identification for DC04 Based on the Numerical Modelling of the Polycrystalline Microstructure and Experimental Data." Key Engineering Materials 504-506 (February 2012): 993–98. http://dx.doi.org/10.4028/www.scientific.net/kem.504-506.993.

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Sheet-bulk-metal forming processes require an accurate material model which is derived in this contribution. The microscopic model is based on a simulation of a real microstructure. A validation on the macroscopical scale is performed through the reproduction of the experimentally calculated yield surface based on the homogenised structural response of a corresponding deformed representative volume element (RVE). The microstructural material model is also compared with a macroscopical phenomenological model based on logarithmic strains. The homogenised microscopic model and the phenomenologica

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3

Li, Xin Zhong, Xue Ying Wei, and Jun Hai Zhao. "Homogenised Dynamic Material Model for Brick Masonry and Its Application." Advanced Materials Research 168-170 (December 2010): 528–31. http://dx.doi.org/10.4028/www.scientific.net/amr.168-170.528.

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Brick masonry is a traditional building material widely used loading-bearing or partition walls in various building structures. The detailed distinctive modelling of brick and mortar of a realistic masonry structure or a structure with masonry infilled walls are usually not possible due to the computational cost. In this paper, a homogenized dynamic material model which including the damage of brick and mortar and strain rate effect is developed based on dynamic test results of brick and mortar. The proposed homogenized material model was used in analysis of blast response of brick masonry wal

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Karajan, N., D. Otto, S. Oladyshkin, and W. Ehlers. "Application of the polynomial chaos expansion to approximate the homogenised response of the intervertebral disc." Biomechanics and Modeling in Mechanobiology 13, no. 5 (2014): 1065–80. http://dx.doi.org/10.1007/s10237-014-0555-y.

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Venter, Martin P., and Gerhard Venter. "Simple implementation of plain woven polypropylene fabric." Journal of Industrial Textiles 47, no. 6 (2016): 1097–120. http://dx.doi.org/10.1177/1528083716665627.

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With increased utilisation of simple fabrics in technical engineering and manufacturing environments the need for suitable, easy to implement material representations in simulation software has increased. A simple implementation of plain woven polypropylene fabric for inflation simulation of dunnage bags is developed. Only standard finite element software packages and a simple material calibration protocol based on numerical optimisation were used to generate a homogenised material representation for the in-plane properties of plain woven polypropylene undergoing both loading and unloading. Th

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6

Zarraga, Ondiz, Imanol Sarría, Jon García-Barruetabeña, María Jesús Elejabarrieta, and Fernando Cortés. "General Homogenised Formulation for Thick Viscoelastic Layered Structures for Finite Element Applications." Mathematics 8, no. 5 (2020): 714. http://dx.doi.org/10.3390/math8050714.

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Viscoelastic layered surface treatments are widely used for passive control of vibration and noise, especially in passenger vehicles and buildings. When the viscoelastic layer is thick, the structural models must account for shear effects. In this work, a homogenised formulation for thick N-layered viscoelastic structures for finite element applications is presented, which allows for avoiding computationally expensive models based on solids. This is achieved by substituting the flexural stiffness in the governing thin beam or plate equation by a frequency dependent equivalent flexural stiffnes

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Zhang, Xihong, Tingwei Shi, Hong Hao, Guanyu Xie, and Guochao Wang. "Numerical derivation of homogenised constitutional relation of mortar-less interlocking brick wall for dynamic response prediction." Engineering Structures 304 (April 2024): 117588. http://dx.doi.org/10.1016/j.engstruct.2024.117588.

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Pardoen, Benoît, Pierre Bésuelle, Stefano Dal Pont, Philippe Cosenza, and Jacques Desrues. "Accounting for Small-Scale Heterogeneity and Variability of Clay Rock in Homogenised Numerical Micromechanical Response and Microcracking." Rock Mechanics and Rock Engineering 53, no. 6 (2020): 2727–46. http://dx.doi.org/10.1007/s00603-020-02066-7.

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9

CHEN, M. J., L. S. KIMPTON, J. P. WHITELEY, et al. "Multiscale modelling and homogenisation of fibre-reinforced hydrogels for tissue engineering." European Journal of Applied Mathematics 31, no. 1 (2018): 143–71. http://dx.doi.org/10.1017/s0956792518000657.

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Tissue engineering aims to grow artificial tissues in vitro to replace those in the body that have been damaged through age, trauma or disease. A recent approach to engineer artificial cartilage involves seeding cells within a scaffold consisting of an interconnected 3D-printed lattice of polymer fibres combined with a cast or printed hydrogel, and subjecting the construct (cell-seeded scaffold) to an applied load in a bioreactor. A key question is to understand how the applied load is distributed throughout the construct. To address this, we employ homogenisation theory to derive equations go

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COLLIS, J., M. E. HUBBARD, and R. D. O'DEA. "A multi-scale analysis of drug transport and response for a multi-phase tumour model." European Journal of Applied Mathematics 28, no. 3 (2016): 499–534. http://dx.doi.org/10.1017/s0956792516000413.

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In this article, we consider the spatial homogenisation of a multi-phase model for avascular tumour growth and response to chemotherapeutic treatment. The key contribution of this work is the derivation of a system of homogenised partial differential equations describing macroscopic tumour growth, coupled to transport of drug and nutrient, that explicitly incorporates details of the structure and dynamics of the tumour at the microscale. In order to derive these equations, we employ an asymptotic homogenisation of a microscopic description under the assumption of strong interphase drag, period

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