The dynamic load-carrying capacity of brittle materials under quadric boundary loading

Cheng Yan; Zhuo Cheng Ou; Zhuo Ping Duan; Ai Guo Pi; Feng Lei Huang

doi:10.15918/j.tbit1001-0645.2015.08.003

The dynamic load-carrying capacity of brittle materials under quadric boundary loading

Cheng Yan, Zhuo Cheng Ou^*, Zhuo Ping Duan, Ai Guo Pi, Feng Lei Huang

^*Corresponding author for this work

School of Mechatronical Engineering

Beijing Institute of Technology

Research output: Contribution to journal › Article › peer-review

Abstract

An analytic expression for dynamic tensile load-carrying capacity of brittle materials under quadric boundary loading was derived together with a finite structural-temporal criterion. The analysis demonstrates that the dynamic tensile load-carrying capacity of brittle materials can be determined by interaction between the exterior loading conditions and the quasistatic parameters, and the strain rate effect on the dynamic tensile strength of brittle materials is not the intrinsic property of materials. In addition, the difference of dynamic load-carrying capacity is due to the different exterior loading, which is the reason that leads to the intrinsic scatter nature of previous dynamic experimental data.

Original language	English
Pages (from-to)	782-786
Number of pages	5
Journal	Beijing Ligong Daxue Xuebao/Transaction of Beijing Institute of Technology
Volume	35
Issue number	8
DOIs	https://doi.org/10.15918/j.tbit1001-0645.2015.08.003
Publication status	Published - 1 Aug 2015

Keywords

Brittle materials
Dynamic tensile load-carrying capacity
Failure criterion
Intrinsic property
Strain-rate effect

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10.15918/j.tbit1001-0645.2015.08.003

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title = "The dynamic load-carrying capacity of brittle materials under quadric boundary loading",

abstract = "An analytic expression for dynamic tensile load-carrying capacity of brittle materials under quadric boundary loading was derived together with a finite structural-temporal criterion. The analysis demonstrates that the dynamic tensile load-carrying capacity of brittle materials can be determined by interaction between the exterior loading conditions and the quasistatic parameters, and the strain rate effect on the dynamic tensile strength of brittle materials is not the intrinsic property of materials. In addition, the difference of dynamic load-carrying capacity is due to the different exterior loading, which is the reason that leads to the intrinsic scatter nature of previous dynamic experimental data.",

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AU - Yan, Cheng

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AU - Duan, Zhuo Ping

AU - Pi, Ai Guo

AU - Huang, Feng Lei

PY - 2015/8/1

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N2 - An analytic expression for dynamic tensile load-carrying capacity of brittle materials under quadric boundary loading was derived together with a finite structural-temporal criterion. The analysis demonstrates that the dynamic tensile load-carrying capacity of brittle materials can be determined by interaction between the exterior loading conditions and the quasistatic parameters, and the strain rate effect on the dynamic tensile strength of brittle materials is not the intrinsic property of materials. In addition, the difference of dynamic load-carrying capacity is due to the different exterior loading, which is the reason that leads to the intrinsic scatter nature of previous dynamic experimental data.

AB - An analytic expression for dynamic tensile load-carrying capacity of brittle materials under quadric boundary loading was derived together with a finite structural-temporal criterion. The analysis demonstrates that the dynamic tensile load-carrying capacity of brittle materials can be determined by interaction between the exterior loading conditions and the quasistatic parameters, and the strain rate effect on the dynamic tensile strength of brittle materials is not the intrinsic property of materials. In addition, the difference of dynamic load-carrying capacity is due to the different exterior loading, which is the reason that leads to the intrinsic scatter nature of previous dynamic experimental data.

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KW - Dynamic tensile load-carrying capacity

KW - Failure criterion

KW - Intrinsic property

KW - Strain-rate effect

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The dynamic load-carrying capacity of brittle materials under quadric boundary loading

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