Micromechanics of engineered interphases in nacre-like composite structures

被引:22
作者
Budarapu, P. R. [1 ]
Thakur, S. [1 ]
Kumar, S. [2 ]
Paggi, M. [3 ]
机构
[1] Indian Inst Technol, Sch Mech Sci, Bhubaneswar 752050, Odisha, India
[2] Univ Glasgow, James Watt Sch Engn, Glasgow, Lanark, Scotland
[3] IMT Sch Adv Studies Lucca, MUSAM, Lucca, Italy
关键词
Nacre-like structures; graded interphase; shear transfer; interfacial shear stress; metal matrix composites; MECHANICAL-PROPERTIES; INHOMOGENEOUS INTERPHASE; PERFORMANCE ENHANCEMENT; DEFORMATION ANALYSIS; EXTRACTION METHOD; STRENGTH; DESIGN; MODEL; NANOSCALE; STIFFNESS;
D O I
10.1080/15376494.2020.1733714
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Although the composition of polymer matrix is only 5% by weight, the presence of polymer as an interlayer between the brittle aragonite bricks significantly enhances the toughness characteristics of the natural nacre. In this study, the mechanics of nacre-like brick-mortar structures is investigated through numerical simulations. The shear stress distribution in the matrix of nacreous composites is found to be non-homogeneous primarily due to: (i) elastic properties mismatch between brick and mortar and (ii) the periodic microstructure. This non-homogeneous stress distribution is successfully reduced by grading the elastic modulus of the matrix material so as to considerably enhance the performance of the nacreous composite. A framework has been developed here to design nacre-inspired composites incorporating a functionally modulus graded interphase material. The different parameters influencing the non-uniform stress distribution, such as: interphase thickness, elastic modulus and overlap length are studied, elucidating how such parameters can be effectively controlled to reduce the non-homogeneous stress distribution and reduce the peak stresses. The peak stresses in the interphase are observed to exponentially increase up to 100%, when overlap length is 10% of the brick length. The strength and peak stresses in the interphase are observed to be higher for thin interphases, where a 50% decrease in thickness resulted in a 40% increase in the peak shear stress, and an 80% reduction yielded 150% increase. On the other hand, the elastic modulus is observed to scale with the strength, for instance, when the modulus is increased by 20% and 50%, the increase in peak shear stresses in the interphase are observed to be 10% and 22%, respectively. Furthermore, the shear stresses in the interphase are made uniform by varying the parameters such as: interphase thickness, elastic modulus and overlap length. The developed methodology has been extended to design a nacre-like structure based on the material combination used in metal matrix composites, where the shear strength of the proposed nacre-like composite structure is found to be 32% higher than the natural nacre. The results provide a guideline for the design of nacreous composites.
引用
收藏
页码:2327 / 2342
页数:16
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