• 文献检索
  • 文档翻译
  • 深度研究
  • 学术资讯
  • Suppr Zotero 插件Zotero 插件
  • 邀请有礼
  • 套餐&价格
  • 历史记录
应用&插件
Suppr Zotero 插件Zotero 插件浏览器插件Mac 客户端Windows 客户端微信小程序
定价
高级版会员购买积分包购买API积分包
服务
文献检索文档翻译深度研究API 文档MCP 服务
关于我们
关于 Suppr公司介绍联系我们用户协议隐私条款
关注我们

Suppr 超能文献

核心技术专利:CN118964589B侵权必究
粤ICP备2023148730 号-1Suppr @ 2026

文献检索

告别复杂PubMed语法,用中文像聊天一样搜索,搜遍4000万医学文献。AI智能推荐,让科研检索更轻松。

立即免费搜索

文件翻译

保留排版,准确专业,支持PDF/Word/PPT等文件格式,支持 12+语言互译。

免费翻译文档

深度研究

AI帮你快速写综述,25分钟生成高质量综述,智能提取关键信息,辅助科研写作。

立即免费体验

含微硅粉的改性水泥基体中裂纹模式的发展

Development of Cracking Patterns in Modified Cement Matrix with Microsilica.

作者信息

Szeląg Maciej

机构信息

Faculty of Civil Engineering and Architecture, Lublin University of Technology, 40 Nadbystrzycka Str., 20-618 Lublin, Poland.

出版信息

Materials (Basel). 2018 Oct 10;11(10):1928. doi: 10.3390/ma11101928.

DOI:10.3390/ma11101928
PMID:30308995
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC6213313/
Abstract

The paper evaluates the cracking patterns created on the surface of a microsilica-modified cement matrix, which has been subjected to exposure at elevated temperatures. To do this, image analysis techniques were used, and the structure of the cracks was described by the stereological parameters. Four series of specimens were tested and in two of them, microsilica was used as a 10% replacement for the cement content. Using the theory of dispersion systems, the factors affecting the cracks' characteristics were identified. Additionally, the development process of cracking patterns due to the thermal interaction was schematically modeled. In addition, the analysis of the local microstructure of the cement matrix was performed by means of a scanning electron microscope and energy dispersive x-ray spectroscopy.

摘要

本文评估了在高温下暴露的微硅粉改性水泥基体表面产生的裂缝模式。为此,采用了图像分析技术,并用体视学参数描述了裂缝的结构。测试了四个系列的试件,其中两个系列中,微硅粉用作水泥含量的10%替代物。利用分散体系理论,确定了影响裂缝特征的因素。此外,还对热相互作用导致的裂缝模式发展过程进行了示意性建模。另外,通过扫描电子显微镜和能量色散X射线光谱仪对水泥基体的局部微观结构进行了分析。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/09d5/6213313/663c1d78a885/materials-11-01928-g011.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/09d5/6213313/447deed04d9e/materials-11-01928-g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/09d5/6213313/5bdd76eb1d13/materials-11-01928-g002a.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/09d5/6213313/80dfa1bf438c/materials-11-01928-g003a.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/09d5/6213313/2bafc1292152/materials-11-01928-g004.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/09d5/6213313/367f96ef24c0/materials-11-01928-g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/09d5/6213313/8ee005d2aa32/materials-11-01928-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/09d5/6213313/be0b92220d25/materials-11-01928-g007a.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/09d5/6213313/007d2ad00cfa/materials-11-01928-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/09d5/6213313/0beaee7879e1/materials-11-01928-g009.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/09d5/6213313/8c1f3dd6b39b/materials-11-01928-g010.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/09d5/6213313/663c1d78a885/materials-11-01928-g011.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/09d5/6213313/447deed04d9e/materials-11-01928-g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/09d5/6213313/5bdd76eb1d13/materials-11-01928-g002a.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/09d5/6213313/80dfa1bf438c/materials-11-01928-g003a.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/09d5/6213313/2bafc1292152/materials-11-01928-g004.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/09d5/6213313/367f96ef24c0/materials-11-01928-g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/09d5/6213313/8ee005d2aa32/materials-11-01928-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/09d5/6213313/be0b92220d25/materials-11-01928-g007a.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/09d5/6213313/007d2ad00cfa/materials-11-01928-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/09d5/6213313/0beaee7879e1/materials-11-01928-g009.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/09d5/6213313/8c1f3dd6b39b/materials-11-01928-g010.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/09d5/6213313/663c1d78a885/materials-11-01928-g011.jpg

相似文献

1
Development of Cracking Patterns in Modified Cement Matrix with Microsilica.含微硅粉的改性水泥基体中裂纹模式的发展
Materials (Basel). 2018 Oct 10;11(10):1928. doi: 10.3390/ma11101928.
2
Application of an Automated Digital Image-Processing Method for Quantitative Assessment of Cracking Patterns in a Lime Cement Matrix.一种用于定量评估石灰水泥基体中裂纹模式的自动数字图像处理方法的应用
Sensors (Basel). 2020 Jul 10;20(14):3859. doi: 10.3390/s20143859.
3
Properties of Cracking Patterns of Multi-Walled Carbon Nanotube-Reinforced Cement Matrix.多壁碳纳米管增强水泥基材料的开裂模式特性
Materials (Basel). 2019 Sep 11;12(18):2942. doi: 10.3390/ma12182942.
4
The Influence of Metakaolinite on the Development of Thermal Cracks in a Cement Matrix.偏高岭土对水泥基体中热裂纹发展的影响
Materials (Basel). 2018 Mar 29;11(4):520. doi: 10.3390/ma11040520.
5
Evaluation of Cracking Patterns in Cement Composites-From Basics to Advances: A Review.水泥基复合材料中裂缝模式的评估——从基础到进展:综述
Materials (Basel). 2020 May 29;13(11):2490. doi: 10.3390/ma13112490.
6
Cement Paste Mixture Proportioning with Particle Packing Theory: An Ambiguous Effect of Microsilica.基于颗粒堆积理论的水泥浆体配合比设计:微硅粉的模糊效应
Materials (Basel). 2021 Nov 18;14(22):6970. doi: 10.3390/ma14226970.
7
The Effects of Fiber Inclusion on the Evolution of Desiccation Cracking in Soil-Cement.纤维掺入对土壤水泥中干燥裂缝演变的影响。
Materials (Basel). 2021 Aug 31;14(17):4974. doi: 10.3390/ma14174974.
8
Mechano-Physical Properties and Microstructure of Carbon Nanotube Reinforced Cement Paste after Thermal Load.热载荷作用后碳纳米管增强水泥净浆的机械物理性能与微观结构
Nanomaterials (Basel). 2017 Sep 11;7(9):267. doi: 10.3390/nano7090267.
9
Physico-Mechanical and Rheological Properties of Epoxy Adhesives Modified by Microsilica and Sonication Process.微硅粉和超声处理改性环氧胶粘剂的物理力学及流变性能
Materials (Basel). 2020 Nov 24;13(23):5310. doi: 10.3390/ma13235310.
10
Release of gentamicin sulphate from a modified commercial bone cement. Effect of (2-hydroxyethyl methacrylate) comonomer and poly(N-vinyl-2-pyrrolidone) additive on release mechanism and kinetics.硫酸庆大霉素从改良型商用骨水泥中的释放。(甲基丙烯酸2-羟乙酯)共聚单体和聚(N-乙烯基-2-吡咯烷酮)添加剂对释放机制和动力学的影响。
Biomaterials. 2002 Sep;23(18):3787-97. doi: 10.1016/s0142-9612(02)00028-5.

引用本文的文献

1
Image Analysis of Surface Porosity Mortar Containing Processed Spent Bleaching Earth.含加工过的废漂白土的表面孔隙率砂浆的图像分析
Materials (Basel). 2021 Mar 28;14(7):1658. doi: 10.3390/ma14071658.
2
Studies of Fracture Toughness in Concretes Containing Fly Ash and Silica Fume in the First 28 Days of Curing.养护初期28天内含有粉煤灰和硅灰的混凝土断裂韧性研究
Materials (Basel). 2021 Jan 9;14(2):319. doi: 10.3390/ma14020319.
3
Changes in the Fracture Toughness under Mode II Loading of Low Calcium Fly Ash (LCFA) Concrete Depending on Ages.

本文引用的文献

1
The Influence of Metakaolinite on the Development of Thermal Cracks in a Cement Matrix.偏高岭土对水泥基体中热裂纹发展的影响
Materials (Basel). 2018 Mar 29;11(4):520. doi: 10.3390/ma11040520.
2
Mechano-Physical Properties and Microstructure of Carbon Nanotube Reinforced Cement Paste after Thermal Load.热载荷作用后碳纳米管增强水泥净浆的机械物理性能与微观结构
Nanomaterials (Basel). 2017 Sep 11;7(9):267. doi: 10.3390/nano7090267.
3
Fractal-like structures in colloid science.胶体科学中的分形结构。
低钙粉煤灰(LCFA)混凝土在II型加载下断裂韧性随龄期的变化
Materials (Basel). 2020 Nov 19;13(22):5241. doi: 10.3390/ma13225241.
4
Application of an Automated Digital Image-Processing Method for Quantitative Assessment of Cracking Patterns in a Lime Cement Matrix.一种用于定量评估石灰水泥基体中裂纹模式的自动数字图像处理方法的应用
Sensors (Basel). 2020 Jul 10;20(14):3859. doi: 10.3390/s20143859.
5
Evaluation of Cracking Patterns in Cement Composites-From Basics to Advances: A Review.水泥基复合材料中裂缝模式的评估——从基础到进展:综述
Materials (Basel). 2020 May 29;13(11):2490. doi: 10.3390/ma13112490.
6
Research on Bonding and Shrinkage Properties of SHCC-Repaired Concrete Beams.基于应变硬化水泥基复合材料(SHCC)修复混凝土梁的粘结与收缩性能研究
Materials (Basel). 2020 Apr 9;13(7):1757. doi: 10.3390/ma13071757.
7
The Use of Dijkstra's Algorithm in Assessing the Correctness of Imaging Brittle Damage in Concrete Beams by Means of Ultrasonic Transmission Tomography.迪杰斯特拉算法在通过超声透射层析成像评估混凝土梁脆性损伤成像正确性中的应用
Materials (Basel). 2020 Jan 23;13(3):551. doi: 10.3390/ma13030551.
8
Properties of Cracking Patterns of Multi-Walled Carbon Nanotube-Reinforced Cement Matrix.多壁碳纳米管增强水泥基材料的开裂模式特性
Materials (Basel). 2019 Sep 11;12(18):2942. doi: 10.3390/ma12182942.
9
Properties of Alkali-Activated Slag Paste Using New Colloidal Nano-Silica Mixing Method.采用新型胶体纳米二氧化硅混合方法的碱激发矿渣浆体性能
Materials (Basel). 2019 May 13;12(9):1571. doi: 10.3390/ma12091571.
10
Using Carbonated BOF Slag Aggregates in Alkali-Activated Concretes.在碱激发混凝土中使用碳酸化转炉渣骨料
Materials (Basel). 2019 Apr 19;12(8):1288. doi: 10.3390/ma12081288.
Adv Colloid Interface Sci. 2016 Sep;235:1-13. doi: 10.1016/j.cis.2016.05.002. Epub 2016 May 10.
4
Experimental and theoretical evidence of overcharging of calcium silicate hydrate.硅酸钙水合物过充电的实验与理论证据。
J Colloid Interface Sci. 2007 May 15;309(2):303-7. doi: 10.1016/j.jcis.2007.02.048. Epub 2007 Feb 23.
5
Onset of cohesion in cement paste.水泥浆体中粘结的开始。
Langmuir. 2004 Aug 3;20(16):6702-9. doi: 10.1021/la0498760.