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Journal ArticleDOI

Design of a Portable Compliant Device for Estimating the Failure-Load of Mesoscale Cemented Sand Specimens

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TLDR
In this paper, a hand-operated compliant mechanism for estimating the failure load of cm-sized stiff objects whose stiffness is of the order of 10 s of kN/m was presented.
Abstract
In this paper, we present the design and development of a portable, hand-operated composite compliant mechanism for estimating the failure-load of cm-sized stiff objects whose stiffness is of the order of 10 s of kN/m. The motivation for the design comes from the need to estimate the failure-load of mesoscale cemented sand specimens in situ, which is not possible with traditional devices used for large specimens or very small specimens. The composite compliant device, developed in this work, consists of two compliant mechanisms: a force-amplifying compliant mechanism (FaCM) to amplify sufficiently the force exerted by hand in order to break the specimen and a displacement-amplifying compliant mechanism (DaCM) to enable measurement of the force using a proximity sensor. The two mechanisms are designed using the selection-maps technique to amplify the force up to 100N by about a factor of 3 and measure the force with a resolution of 15 mN. The composite device, made using a FaCM, a DaCM, and a Hall effect-based proximity sensor, was tested on mesoscale cemented sand specimens that were 10mm in diameter and 20mm in length. The results are compared with those of a large commercial instrument. Through the experiments, it was observed that the failure-load of the cemented sand specimens varied from 0.95N to 24.33 N, depending on the percentage of cementation and curing period. The estimation of the failure-load using the compliant device was found to be within 1.7% of the measurements obtained using the commercial instrument and thus validating the design. The details of the design, prototyping, specimen preparation, testing, and the results comprise the paper.

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References
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Journal ArticleDOI

On the Design of Compliant Mechanisms Using Topology Optimization

TL;DR: In this paper, the authors present a method for optimal design of compliant mechanism topologies based on continuum-type topology optimization techniques and find the optimal mechanism topology within a given design domain and a given position and direction of input and output forces.
Journal ArticleDOI

Topological synthesis of compliant mechanisms using multi-criteria optimization

TL;DR: In this paper, a new method for topological synthesis of single-piece compliant mechanisms is presented, using a "design for required deflection" approach, which handles motion and loading requirements simultaneously for a given set of input force and output deflection specifications.
Journal ArticleDOI

Cemented sands under static loading

TL;DR: In this paper, a test program was undertaken to define the nature of the cementation and its effect on behavior of the soils, and a total of 137 laboratory compression and tension load tests were performed on undisturbed samples of naturally and artificially prepared cemented sands.
Book

Particulate Discrete Element Modelling: A Geomechanics Perspective

TL;DR: The use of DEM in Geomechanics Calculation of Contact Forces Particle Motion Particle Types Boundary Conditions Initial Geometry and Specimen Generation Time Integration and Discrete Element Modelling DEM Interpretation: A Continuum Perspective Postprocessing: Graphical Interpretation of DEM Simulations Basic Statistical Analysis of Particulate Systems Guidance on Running DEM Simulation DEM: Future and Ongoing Developments DEM:
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