Rate-Dependent Scaling of Dynamic Tensile Strength of Quasibrittle Structures

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F18%3APU129855" target="_blank" >RIV/00216305:26110/18:PU129855 - isvavai.cz</a>

Výsledek na webu

<a href="http://appliedmechanics.asmedigitalcollection.asme.org/article.aspx?articleid=2664355" target="_blank" >http://appliedmechanics.asmedigitalcollection.asme.org/article.aspx?articleid=2664355</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1115/1.4038496" target="_blank" >10.1115/1.4038496</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Rate-Dependent Scaling of Dynamic Tensile Strength of Quasibrittle Structures

Popis výsledku v původním jazyce

This paper investigates the effect of strain rate on the scaling behavior of dynamic tensile strength of quasibrittle structures. The theoretical framework is anchored by a rate-dependent finite weakest link model. The model involves a rate-dependent length scale, which captures the transition from localized damage to diffused damage with an increasing strain rate. As a result, the model predicts a rate- and size-dependent probability distribution function of the nominal tensile strength. The transitional behavior of the strength distribution directly leads to the rate and size effects on the mean and standard deviation of the tensile strength. The model is verified by a series of stochastic discrete element simulations of dynamic fracture of aluminum nitride specimens. The simulations involve a set of geometrically similar specimens of various sizes subjected to a number of different strain rates. Both random microstructure geometry and fracture properties are considered in these simulations. The simulated damage pattern indicates that an increase in the strain rate results in a more diffusive cracking pattern, which supports the theoretical formulation. The simulated rate and size effects on the mean and standard deviation of the nominal tensile strength agree well with the predictions by the rate-dependent finite weakest link model.

Název v anglickém jazyce

Rate-Dependent Scaling of Dynamic Tensile Strength of Quasibrittle Structures

Popis výsledku anglicky

This paper investigates the effect of strain rate on the scaling behavior of dynamic tensile strength of quasibrittle structures. The theoretical framework is anchored by a rate-dependent finite weakest link model. The model involves a rate-dependent length scale, which captures the transition from localized damage to diffused damage with an increasing strain rate. As a result, the model predicts a rate- and size-dependent probability distribution function of the nominal tensile strength. The transitional behavior of the strength distribution directly leads to the rate and size effects on the mean and standard deviation of the tensile strength. The model is verified by a series of stochastic discrete element simulations of dynamic fracture of aluminum nitride specimens. The simulations involve a set of geometrically similar specimens of various sizes subjected to a number of different strain rates. Both random microstructure geometry and fracture properties are considered in these simulations. The simulated damage pattern indicates that an increase in the strain rate results in a more diffusive cracking pattern, which supports the theoretical formulation. The simulated rate and size effects on the mean and standard deviation of the nominal tensile strength agree well with the predictions by the rate-dependent finite weakest link model.

Druh

J_imp - Článek v periodiku v databázi Web of Science

CEP obor

—

OECD FORD obor

20102 - Construction engineering, Municipal and structural engineering

Projekt

<a href="/cs/project/GJ15-19865Y" target="_blank" >GJ15-19865Y: Diskrétní modely lomového porušení: adaptivní zjemňování diskretizace, hnací síla trhliny a napětí na hranici</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2018

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název periodika

JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME

ISSN

0021-8936

e-ISSN

1528-9036

Svazek periodika

85

Číslo periodika v rámci svazku

2

Stát vydavatele periodika

US - Spojené státy americké

Počet stran výsledku

12

Strana od-do

„021003-1“-„021003-12“

Kód UT WoS článku

000418706400003

EID výsledku v databázi Scopus

2-s2.0-85038374144