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Dive into the research topics where Leon S. Dimas is active.

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Featured researches published by Leon S. Dimas.


Soft Matter | 2014

Modeling and additive manufacturing of bio-inspired composites with tunable fracture mechanical properties

Leon S. Dimas; Markus J. Buehler

Flaws, imperfections and cracks are ubiquitous in material systems and are commonly the catalysts of catastrophic material failure. As stresses and strains tend to concentrate around cracks and imperfections, structures tend to fail far before large regions of material have ever been subjected to significant loading. Therefore, a major challenge in material design is to engineer systems that perform on par with pristine structures despite the presence of imperfections. In this work we integrate knowledge of biological systems with computational modeling and state of the art additive manufacturing to synthesize advanced composites with tunable fracture mechanical properties. Supported by extensive mesoscale computer simulations, we demonstrate the design and manufacturing of composites that exhibit deformation mechanisms characteristic of pristine systems, featuring flaw-tolerant properties. We analyze the results by directly comparing strain fields for the synthesized composites, obtained through digital image correlation (DIC), and the computationally tested composites. Moreover, we plot Ashby diagrams for the range of simulated and experimental composites. Our findings show good agreement between simulation and experiment, confirming that the proposed mechanisms have a significant potential for vastly improving the fracture response of composite materials. We elucidate the role of stiffness ratio variations of composite constituents as an important feature in determining the composite properties. Moreover, our work validates the predictive ability of our models, presenting them as useful tools for guiding further material design. This work enables the tailored design and manufacturing of composites assembled from inferior building blocks, that obtain optimal combinations of stiffness and toughness.


Bioinspiration & Biomimetics | 2012

Influence of geometry on mechanical properties of bio-inspired silica-based hierarchical materials

Leon S. Dimas; Markus J. Buehler

Diatoms, bone, nacre and deep-sea sponges are mineralized natural structures found abundantly in nature. They exhibit mechanical properties on par with advanced engineering materials, yet their fundamental building blocks are brittle and weak. An intriguing characteristic of these structures is their heterogeneous distribution of mechanical properties. Specifically, diatoms exhibit nanoscale porosity in specific geometrical configurations to create regions with distinct stress strain responses, notably based on a single and simple building block, silica. The study reported here, using models derived from first principles based full atomistic studies with the ReaxFF reactive force field, focuses on the mechanics and deformation mechanisms of silica-based nanocomposites inspired by mineralized structures. We examine single edged notched tensile specimens and analyze stress and strain fields under varied sample size in order to gain fundamental insights into the deformation mechanisms of structures with distinct ordered arrangements of soft and stiff phases. We find that hierarchical arrangements of silica nanostructures markedly change the stress and strain transfer in the samples. The combined action of strain transfer in the deformable phase, and stress transfer in the strong phase, acts synergistically to reduce the intensity of stress concentrations around a crack tip, and renders the resulting composites less sensitive to the presence of flaws, for certain geometrical configurations it even leads to stable crack propagation. A systematic study allows us to identify composite structures with superior fracture mechanical properties relative to their constituents, akin to many natural biomineralized materials that turn the weaknesses of building blocks into a strength of the overall system.


Journal of Applied Mechanics | 2015

Random Bulk Properties of Heterogeneous Rectangular Blocks With Lognormal Young's Modulus: Effective Moduli

Leon S. Dimas; Daniele Veneziano; Tristan Giesa; Markus J. Buehler

Markus J. Buehler Laboratory for Atomistic and Molecular Mechanics (LAMM), Department of Civil and Environmental Engineering, Massachusetts Institute of Technology, 77 Massachusetts Avenue, Cambridge, MA 02139; Department of Civil and Environmental Engineering, Massachusetts Institute of Technology, 77 Massachusetts Avenue, Cambridge, MA 02139 e-mail: [email protected] Random Bulk Properties of Heterogeneous Rectangular Blocks With Lognormal Young’s Modulus: Effective Moduli


Journal of Applied Mechanics | 2015

The Effective Modulus of Random Checkerboard Plates

Leon S. Dimas; Daniele Veneziano; Markus J. Buehler

We investigate the elastic effective modulus Eeff of two-dimensional checkerboard specimens in which square tiles are randomly assigned to one of two component phases. This is a model system for a wide class of multiphase polycrystalline materials such as granitic rocks and many ceramics. We study how the effective stiffness is affected by different characteristics of the specimen (size relative to the tiles, stiff fraction, and modulus contrast between the phases) and obtain analytical approximations to the probability distribution of Eeff as a function of these parameters. In particular, we examine the role of percolation of the soft and stiff phases, a phenomenon that is important in polycrystalline materials and composites with inclusions. In small specimens, we find that the onset of percolation causes significant discontinuities in the effective modulus, whereas in large specimens, the influence of percolation is smaller and gradual. The analysis is an extension of the elastic homogenization methodology of Dimas et al. (2015, “Random Bulk Properties of Heterogeneous Rectangular Blocks With Lognormal Youngs Modulus: Effective Moduli,” ASME J. Appl. Mech., 82(1), p. 011003), which was devised for blocks with lognormal spatial variation of the modulus. Results are validated through Monte Carlo simulation. Compared with lognormal specimens with comparable first two moments, checkerboard plates have more variable effective modulus and are on average less compliant if there is prevalence of stiff tiles and more compliant if there is prevalence of soft tiles. These differences are linked to percolation.


Advanced Functional Materials | 2013

Tough Composites Inspired by Mineralized Natural Materials: Computation, 3D printing, and Testing

Leon S. Dimas; Graham Bratzel; Ido Eylon; Markus J. Buehler


ACS Biomaterials Science & Engineering | 2015

Defect-Tolerant Bioinspired Hierarchical Composites: Simulation and Experiment

Reza Mirzaeifar; Leon S. Dimas; Zhao Qin; Markus J. Buehler


Journal of The Mechanics and Physics of Solids | 2014

Coupled continuum and discrete analysis of random heterogeneous materials: Elasticity and fracture

Leon S. Dimas; Tristan Giesa; Markus J. Buehler


Journal of Physics: Condensed Matter | 2014

Biological materials by design

Zhao Qin; Leon S. Dimas; David Adler; Graham Bratzel; Markus J. Buehler


Journal of Applied Mechanics | 2016

Optimization of Composite Fracture Properties: Method, Validation, and Applications

Grace X. Gu; Leon S. Dimas; Zhao Qin; Markus J. Buehler


Journal of Materials Research | 2013

Tough and stiff composites with simple building blocks

Leon S. Dimas; Markus J. Buehler

Collaboration


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Markus J. Buehler

Massachusetts Institute of Technology

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Zhao Qin

Massachusetts Institute of Technology

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Daniele Veneziano

Massachusetts Institute of Technology

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Tristan Giesa

Massachusetts Institute of Technology

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Grace X. Gu

Massachusetts Institute of Technology

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Graham Bratzel

Massachusetts Institute of Technology

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Arun K. Nair

Massachusetts Institute of Technology

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David Adler

Massachusetts Institute of Technology

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