Assessing sampling interval-dependent roughness in fractured steel fiber reinforced concrete using a double-exponential decay model-Reference-Cited by-同舟云学术

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Assessing sampling interval-dependent roughness in fractured steel fiber reinforced concrete using a double-exponential decay model

Published:2024-07 Issue: Volume:150 Page:105581
ISSN:0958-9465
Container-title:Cement and Concrete Composites
language:en
Short-container-title:Cement and Concrete Composites

Author:

Hou Sailong,Li Kai,Hu Xiang,Shi Caijun

Funder

Natural Science Foundation of Hunan Province

Ministry of Science and Technology of the People's Republic of China

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference94 articles.

1. 2D and 3D roughness characterization;Magsipoc;Rock Mech. Rock Eng.,2019

2. Quantitative evaluation on self-healing capacity of cracked concrete by water permeability test – a review;Hou;Cem. Concr. Compos.,2022

3. Requirements for accurate estimation of fractal parameters for self-affine roughness profiles using the line scaling method;Kulatilake;Rock Mech. Rock Eng.,1997

4. International society for rock mechanics commission on standardization of laboratory and field tests: suggested methods for the quantitative description of discontinuities in rock masses;Int. J. Rock Mech. Min. Sci. Geomech. Abstr.,1978

5. Multi-scale metrology of concrete surface morphology: Fundamentals and specificity;Sadowski;Constr. Build. Mater.,2016

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Assessment on the heterogeneity and roughness of fracture surface of steel fiber reinforced concrete;Construction and Building Materials;2024-08

2. Exploring the nonlinear behavior of flow through cracked concrete by water permeability test;Cement and Concrete Composites;2024-07

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