التفاصيل البيبلوغرافية
العنوان: |
Datasets: Tensile behaviour of soda-lime-silica glass and the significance of load duration - A literature review |
المؤلفون: |
Martin Jensen Meyland (6222557), Jens Henrik Nielsen (6214265), Cenk Kocer (9861651) |
سنة النشر: |
2021 |
المجموعة: |
Smithsonian Institution: Digital Repository |
مصطلحات موضوعية: |
Construction Materials, Civil Engineering not elsewhere classified, Ceramics, Materials Engineering not elsewhere classified, Float glass, Time-dependent strength, Static fatigue, Dynamic fatigue, Loading rate, Strain rate, Sub-critical crack growth, Fracture mechanics, Mechanical properties, Experimental characterisation |
الوصف: |
Datasets provided here are collected from an extensive literature review based on 92 articles; see title and DOI of linked peer-reviewed article below. These publications were reviewed in detail to compile a summary of current state-of-the-art understanding of the time-dependent tensile behaviour of soda-lime-silica glass. Two main test methods to characterise glass have been identified: (1) the static fatigue test, constant applied stress, and (2) the dynamic fatigue test, constant stress rate. Hence, the following two files (Excel spreadsheets) can be accessed: (1) SLSG_static_fatigue_datasets.xlsx (2) SLSG_dynamic_fatigue_datasets.xlsx Each file is composed of individual sheets divided into author and dataset. The individual sheets contain the reviewed experimental data, post-processed for comparison purposes, and the associated references. Data that only have been presented in the publications as a plot were extracted using the freeware software WebPlotDigitizer (ver. 4.3). |
نوع الوثيقة: |
dataset |
اللغة: |
unknown |
Relation: |
https://figshare.com/articles/dataset/Datasets_Tensile_behaviour_of_soda-lime-silica_glass_and_the_significance_of_load_duration_-_A_literature_review/13655525 |
DOI: |
10.11583/dtu.13655525.v1 |
الاتاحة: |
https://doi.org/10.11583/dtu.13655525.v1 |
Rights: |
CC0 |
رقم الانضمام: |
edsbas.F0085062 |
قاعدة البيانات: |
BASE |