Use of Creep Recovery Protocol to Measure Static Yield-Stress and Structural Rebuilding of Fresh Cement-Pastes (2016-09)¶
10.1016/j.cemconres.2016.09.005
,
Journal Article - Cement and Concrete Research, Vol. 90, pp. 73-79
Abstract
In this study, a creep recovery shear rheological protocol was applied to fresh cement pastes. A viscosity bifurcation behavior was observed through applying a range of creep stresses. When applied stress is sufficiently low viscosity increases and the material yields, exhibiting viscoelastic solid-like behavior. Beyond a critical stress viscosity decreases and the material flows, exhibiting viscoelastic liquid-like behavior. Through examining this bifurcation behavior we found that the transition of viscosity occurs at very low strains. The strains at which this transition occurred were compared with critical strains measured through low amplitude oscillatory shear. Results provided support that the solid-liquid transition occurs beyond the critical stress measured through creep, thereby tying it to static yield stress. The protocol was implemented to probe pastes modified with attapulgite clays, a highly thixotropic system, and was found to be effective in characterizing static yield stress and thixotropic rebuilding.
¶
0 References
59 Citations
- Tushar Fazlul, Hasan Mehedi, Hasan Kamrul, Mawa Jannatul et al. (2026-01)
Factors Affecting Flowability and Rheological Behavior of 3D Printed Concrete:
A Comprehensive Review - Sun Yan, Du Guoqiang, Mudasir Maryam (2025-11)
Rheological Investigations of Fresh Fiber-Reinforced Cementitious Composites Using Hydrophobic / Hydrophilic UHMWPE Fibers for 3D Concrete Printing Evaluation - González-Aviña J., Hosseinpoor Masoud, Yahia Ammar, Kohandelnia Mojtaba et al. (2025-10)
Anionic Biopolymers to Enhance Concrete Rheological Properties for 3D Printing Applications - Sun Yan, Mudasir Maryam (2025-09)
3D Printing Performance of Strain-Hardening Cementitious Composites with Different UHMWPE Fibers in Correlation with Rheology - Du Guoqiang, Deng Xiaowei, Qian Ye (2025-09)
Biomimetic 3D Printed Herringbone-Bouligand Cementitious Composites for Ultra-High Impact Performance - Saravanan Pradeep, Ramaswamy Ananth (2025-09)
Early Age Creep Behavior of 3D Printable Mortar:
Hydration and Viscoelasticity Coupling Model - Wang Chaofan, Chen Bing, Wang Yong, Vo Thanh et al. (2025-08)
Influencing Mechanism of Magnesium-to-Phosphate Ratio on the Rheology and Microstructure Development of 3D-Printed Magnesium Phosphate Cement at Early Hydration - Si Wen, Carr Liam, Zia Asad, Khan Mehran et al. (2025-08)
Advancing 3D Printable Concrete with Nanoclays:
Rheological and Mechanical Insights for Construction Applications - Zafar Muhammad, Javadnejad Farid, Hojati Maryam (2025-07)
Optimizing Rheological Properties of 3D Printed Cementitious Materials via Ensemble Machine Learning - Fasihi Ali, Libre Nicolas (2024-10)
Interaction Between Material and Process-Parameters During 3D Concrete-Extrusion-Process - Lim Sean, Tay Yi, Paul Suvash, Lee Junghyun et al. (2024-09)
Carbon Capture and Sequestration with In-Situ CO2 and Steam Integrated 3D Concrete Printing - Ma Liangzhu, Yin Deshun, Ren Jiangtao, Tian Mingyuan et al. (2024-09)
An Effective Thixotropic Structural-Dynamics Rheological-Model for 3D Printed Concrete Materials in the Flow-State - Du Guoqiang, Sun Yan, Qian Ye (2024-08)
3D Printed Strain-Hardening Cementitious Composites (3DP-SHCC) Reticulated Shell Roof Inspired by the Water Spider - Prem Prabhat, Ambily Parukutty, Kumar Shankar, Giridhar Greeshma et al. (2024-07)
Structural Build-Up-Model for Three-Dimensional Concrete Printing Based on Kinetics-Theory - Qiu Minghong, Qian Ye, Dai Jian-Guo (2024-05)
Enhancing the Flexural Performance of Concrete Beams with 3D Printed UHP-SHCC Permanent Formwork via Graded Fiber Volume Fraction - Khan Mehran, McNally Ciaran (2024-05)
Recent Developments on Low-Carbon 3D Printing Concrete:
Revolutionizing Construction Through Innovative Technology - Xia Kailun, Chen Yuning, Chen Yu, Jia Zijian et al. (2024-04)
Understanding and Modeling the Plastic Deformation of 3D Printed Concrete Based on Viscoelastic Creep Behavior - Yang Liuhua, Gao Yang, Chen Hui, Jiao Huazhe et al. (2024-04)
3D Printing Concrete Technology from a Rheology Perspective:
A Review - Chen Mingxu, Xu Jiabin, Yuan Lianwang, Zhao Piqi et al. (2024-03)
Use of Creep and Recovery-Protocol to Assess the Printability of Fiber-Reinforced 3D Printed White-Portland-Cement Composites - Natanzi Atteyeh, McNally Ciaran (2023-12)
Experimental Investigation of Low-Carbon 3D Printed Concrete - Reißig Silvia, Bedolla Carolin, Meyer Tamara, Mechtcherine Viktor (2023-12)
Rheological Behavior of Fiber-Reinforced LC3 Fine-Grained Concrete in the Context of Additive Manufacturing - Chang Ze, Chen Yu, Schlangen Erik, Šavija Branko (2023-09)
A Review of Methods on Buildability Quantification of Extrusion-Based 3D Concrete Printing:
From Analytical Modelling to Numerical Simulation - Liu Zhenbang, Li Mingyang, Quah Tan, Wong Teck et al. (2023-09)
Comprehensive Investigations on the Relationship Between the 3D Concrete Printing Failure Criterion and Properties of Fresh-State Cementitious Materials - Chang Ze, Liang Minfei, Chen Yu, Schlangen Erik et al. (2023-09)
Does Early-Age Creep Influence Buildability of 3D Printed Concrete?:
Insights from Numerical Simulations - Ji Xuping, Pan Tinghong, Liu Xingyao, Zhao Wenhao et al. (2023-09)
Characterization of Thixotropic Properties of Fresh Cement‐Based Materials - Chen Mingxu, Jin Yuan, Sun Keke, Wang Shoude et al. (2023-08)
Study on the Durability of 3D Printed Calcium-Sulphoaluminate Cement-Based Materials Related to Rheology-Control - Chen Yu, Zhang Yu, He Shan, Liang Xuhui et al. (2023-06)
Improving Structural Build-Up of Limestone-Calcined-Clay-Cement-Pastes by Using Inorganic Additives - Tao Yaxin, Dai Xiaodi, Schutter Geert, Tittelboom Kim (2023-06)
Set-on-Demand of Alkali-Activated Slag Mixture Using Twin-Pipe Pumping - Fan Dingqiang, Zhu Jinyun, Fan Mengxin, Lu Jianxian et al. (2023-04)
Intelligent Design and Manufacturing of Ultra-High-Performance Concrete:
A Review - Razzaghian Ghadikolaee Mehrdad, Cerro-Prada Elena, Pan Zhu, Korayem Asghar (2023-04)
Nanomaterials as Promising Additives for High-Performance 3D Printed Concrete:
A Critical Review - Xu Nuoyan, Qian Ye (2023-04)
Effects of Fiber-Volume Fraction, Fiber Length, Water-Binder Ratio, and Nano-Clay Addition on the 3D Printability of Strain-Hardening Cementitious Composites - Kilic Ugur, Ma Ji, Baharlou Ehsan, Ozbulut Osman (2023-03)
Effects of Viscosity-Modifying Admixture and Nano-Clay on Fresh and Rheo-Viscoelastic Properties and Printability Characteristics of Cementitious Composites - Chang Ze, Liang Minfei, Xu Yading, Wan Zhi et al. (2023-02)
Early-Age Creep of 3D Printable Mortar:
Experiments and Analytical Modelling - He Lewei, Li Hua, Chow Wai, Zeng Biqing et al. (2022-09)
Increasing the Inter-Layer Strength of 3D Printed Concrete with Tooth-Like Interface:
An Experimental and Theoretical Investigation - Xu Nuoyan, Qian Ye, Yu Jing, Leung Christopher (2022-05)
Tensile Performance of 3D Printed Strain-Hardening Cementitious Composites Considering Material-Parameters, Nozzle-Size and Printing-Pattern - Moini Mohamadreza, Olek Jan, Zavattieri Pablo, Youngblood Jeffrey (2022-04)
Early-Age Buildability-Rheological Properties Relationship in Additively Manufactured Cement-Paste Hollow Cylinders - Moeini Mohammad, Hosseinpoor Masoud, Yahia Ammar (2022-04)
3D Printing of Cement-Based Materials with Adapted Buildability - Douba AlaEddin, Badjatya Palash, Kawashima Shiho (2022-03)
Enhancing Carbonation and Strength of MgO Cement Through 3D Printing - Ivanova Irina, Ivaniuk Egor, Bisetti Sameercharan, Nerella Venkatesh et al. (2022-03)
Comparison Between Methods for Indirect Assessment of Buildability in Fresh 3D Printed Mortar and Concrete - Kaushik Sandipan, Sonebi Mohammed, Amato Giuseppina, Perrot Arnaud et al. (2022-02)
Influence of Nano-Clay on the Fresh and Rheological Behavior of 3D Printing Mortar - Ting Guan, Quah Tan, Lim Jian, Tay Yi et al. (2022-01)
Extrudable Region Parametrical Study of 3D Printable Concrete Using Recycled-Glass Concrete - Wangler Timothy, Flatt Robert, Roussel Nicolas, Perrot Arnaud et al. (2022-01)
Printable Cement-Based Materials:
Fresh Properties Measurements and Control - Douba AlaEddin, Kawashima Shiho (2021-11)
Use of Nano-Clays and Methylcellulose to Tailor Rheology for Three-Dimensional Concrete Printing - Esposito Laura, Casagrande Lorenzo, Menna Costantino, Asprone Domenico et al. (2021-10)
Early-Age Creep Behavior of 3D Printable Mortars:
Experimental Characterisation and Analytical Modelling - Jacquet Yohan, Perrot Arnaud, Picandet Vincent (2020-11)
Assessment of Asymmetrical Rheological Behavior of Cementitious Material for 3D Printing Application - Souza Marcelo, Ferreira Igor, Moraes Elisângela, Senff Luciano et al. (2020-09)
3D Printed Concrete for Large-Scale Buildings:
An Overview of Rheology, Printing Parameters, Chemical Admixtures, Reinforcements, and Economic and Environmental Prospects - Natanzi Atteyeh, McNally Ciaran (2020-07)
Characterising Concrete Mixes for 3D Printing - Moeini Mohammad, Hosseinpoor Masoud, Yahia Ammar (2020-05)
Effectiveness of the Rheometric Methods to Evaluate the Build-Up of Cementitious Mortars Used for 3D Printing - Chen Mingxu, Liu Bo, Li Laibo, Cao Lidong et al. (2020-01)
Rheological Parameters, Thixotropy and Creep of 3D Printed Calcium-Sulfoaluminate-Cement Composites Modified by Bentonite - Ivanova Irina, Mechtcherine Viktor (2020-01)
Possibilities and Challenges of Constant Shear-Rate-Test for Evaluation of Structural Build-Up-Rate of Cementitious Materials - Roussel Nicolas, Bessaies-Bey Hela, Kawashima Shiho, Marchon Delphine et al. (2019-08)
Recent Advances on Yield-Stress and Elasticity of Fresh Cement-Based Materials - Yuan Qiang, Li Zemin, Zhou Dajun, Huang Tingjie et al. (2019-08)
A Feasible Method for Measuring the Buildability of Fresh 3D Printing Mortar - Zhu Binrong, Pan Jinlong, Nematollahi Behzad, Zhou Zhenxin et al. (2019-07)
Development of 3D Printable Engineered Cementitious Composites with Ultra-High Tensile Ductility for Digital Construction - Tay Yi, Qian Ye, Tan Ming (2019-05)
Printability-Region for 3D Concrete Printing Using Slump- and Slump-Flow-Test - Lu Bing, Weng Yiwei, Li Mingyang, Qian Ye et al. (2019-02)
A Systematical Review of 3D Printable Cementitious Materials - Ma Siwei, Kawashima Shiho (2018-09)
Rheological and Water Transport Properties of Cement-Pastes Modified with Diutan Gum and Attapulgite-Palygorskite-Nano-Clay for 3D Concrete Printing - Qian Ye, Schutter Geert (2018-06)
Enhancing Thixotropy of Fresh Cement-Pastes with Nano-Clay in Presence of Polycarboxylate-Ether Superplasticizer (PCE) - Marchon Delphine, Kawashima Shiho, Bessaies-Bey Hela, Mantellato Sara et al. (2018-05)
Hydration- and Rheology-Control of Concrete for Digital Fabrication:
Potential Admixtures and Cement-Chemistry - Qian Ye, Schutter Geert (2018-04)
Different Effects of NSF and PCE Superplasticizer on Adsorption, Dynamic Yield-Stress and Thixotropy of Cement-Pastes
BibTeX
@article{qian_kawa.2016.UoCRPtMSYSaSRoFCP,
author = "Ye Qian and Shiho Kawashima",
title = "Use of Creep Recovery Protocol to Measure Static Yield-Stress and Structural Rebuilding of Fresh Cement-Pastes",
doi = "10.1016/j.cemconres.2016.09.005",
year = "2016",
journal = "Cement and Concrete Research",
volume = "90",
pages = "73--79",
}
Formatted Citation
Y. Qian and S. Kawashima, “Use of Creep Recovery Protocol to Measure Static Yield-Stress and Structural Rebuilding of Fresh Cement-Pastes”, Cement and Concrete Research, vol. 90, pp. 73–79, 2016, doi: 10.1016/j.cemconres.2016.09.005.
Qian, Ye, and Shiho Kawashima. “Use of Creep Recovery Protocol to Measure Static Yield-Stress and Structural Rebuilding of Fresh Cement-Pastes”. Cement and Concrete Research 90 (2016): 73–79. https://doi.org/10.1016/j.cemconres.2016.09.005.