Size Effect on Mode I Fracture Resistance of Polymeric Rounded-Tip V-Notched Specimens Using the Modified Point Stress Criterion-Reference-Cited by-同舟云学术

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Size Effect on Mode I Fracture Resistance of Polymeric Rounded-Tip V-Notched Specimens Using the Modified Point Stress Criterion

Published:2022-07 Issue:7 Volume:148 Page:
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Jabbari M.¹,Akbardoost J.²^ORCID,Torabi A. R.³

Affiliation:

1. Fracture Research Laboratory, Faculty of New Science and Technologies, Univ. of Tehran, Tehran 14399-57131, Iran.

2. Dept. of Mechanical Engineering, Faculty of Engineering, Kharazmi Univ., Tehran 15719-14911, Iran (corresponding author). ORCID: .

3. Fracture Research Laboratory, Faculty of New Sciences and Technologies, Univ. of Tehran, Tehran 14399-57131, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0002115

Reference55 articles.

1. Size and crack length effects on fracture toughness of polycrystalline graphite

2. Scaling effect on the fracture toughness of bone materials using MMTS criterion

3. Experimental analysis of mixed mode crack propagation in brittle rocks: The effect of non-singular terms

4. Scaling effect on the mixed-mode fracture path of rock materials

5. Experimental and Theoretical Assessment of Brittle Fracture in Engineering Components Containing a Sharp V-Notch

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1. An Improved Ordinary State-Based Peridynamic Model for Granular Fractures in Cubic Crystals and the Effects of Crystal Orientations on Crack Propagation;Materials;2024-06-30

2. Effect of SCB specimen size on mode I fracture parameters of asphalt concrete at low and intermediate temperatures;Theoretical and Applied Fracture Mechanics;2024-04

3. Sensitivity analysis of notch shape on brittle failure by using uni-bond dual-parameter peridynamics;Engineering Fracture Mechanics;2023-10

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