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橡胶混凝土单轴应力-应变数据的综合收集。

Comprehensive collection of uniaxial stress-strain data for rubberized concrete.

作者信息

Alsaif Abdulaziz

机构信息

Civil Engineering Department, College of Engineering, King Saud University, P. O. Box 800, Riyadh 11421, Saudi Arabia.

出版信息

Data Brief. 2024 Dec 3;58:111189. doi: 10.1016/j.dib.2024.111189. eCollection 2025 Feb.

DOI:10.1016/j.dib.2024.111189
PMID:39758516
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC11699477/
Abstract

This dataset article encompasses a thorough compilation of 80 uniaxial stress-strain datasets obtained from cylindrical rubberized concrete specimens subjected to compression testing. Data collection was meticulously conducted through a systematic review and extraction of stress-strain datasets from 68 rubberized concrete mixtures sourced from diverse literature references, incorporating rubber of different origins, sizes, volumes and characteristics. Additionally, stress-strain data for 48 cylindrical specimens, representing 12 different mixes with various rubber sizes and contents, were obtained from laboratory experiments performed by the author. The datasets provide valuable insights for researchers interested in the compressive behavior of rubberized concrete and offers valuable resources for further analysis and modeling studies.

摘要

本数据集文章全面汇编了80个单轴应力-应变数据集，这些数据集来自对圆柱形橡胶混凝土试件进行压缩试验所得。数据收集是通过对来自不同文献参考的68种橡胶混凝土混合物的应力-应变数据集进行系统回顾和提取精心完成的，其中纳入了不同来源、尺寸、体积和特性的橡胶。此外，作者通过实验室实验获得了48个圆柱形试件的应力-应变数据，这些试件代表了12种不同的、具有各种橡胶尺寸和含量的混合物。这些数据集为对橡胶混凝土压缩行为感兴趣的研究人员提供了有价值的见解，并为进一步的分析和建模研究提供了宝贵的资源。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/7856/11699477/4e0bf21d4bab/gr7.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/7856/11699477/48ab81b7ea45/gr1.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/7856/11699477/d2e59e66c6ad/gr2a.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/7856/11699477/c00044294ee0/gr3.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/7856/11699477/de6817f9f1bd/gr4.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/7856/11699477/eaf77a7f5dfb/gr5.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/7856/11699477/4c4936de2b7c/gr6.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/7856/11699477/4e0bf21d4bab/gr7.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/7856/11699477/48ab81b7ea45/gr1.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/7856/11699477/d2e59e66c6ad/gr2a.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/7856/11699477/c00044294ee0/gr3.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/7856/11699477/de6817f9f1bd/gr4.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/7856/11699477/eaf77a7f5dfb/gr5.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/7856/11699477/4c4936de2b7c/gr6.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/7856/11699477/4e0bf21d4bab/gr7.jpg

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本文引用的文献

1
Experimental Study of Rubberized Concrete Stress-Strain Behavior for Improving Constitutive Models.用于改进本构模型的橡胶混凝土应力-应变行为试验研究
Materials (Basel). 2018 Nov 11;11(11):2245. doi: 10.3390/ma11112245.
2
Promoting the use of crumb rubber concrete in developing countries.促进橡胶颗粒混凝土在发展中国家的应用。
Waste Manag. 2008 Nov;28(11):2171-6. doi: 10.1016/j.wasman.2007.09.035.