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Journal articles on the topic 'Engineered Cementitious Composite'

Author: Grafiati

Published: 28 May 2022

Last updated: 30 July 2025

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1

Yuan, Fang, Jinlong Pan, and Christopher KY Leung. "Elastoplastic time history analysis of reinforced engineered cementitious composite or engineered cementitious composite–concrete composite frame under earthquake action." Advances in Structural Engineering 20, no. 4 (2016): 491–503. http://dx.doi.org/10.1177/1369433216655809.

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Engineered cementitious composite is a class of high-performance cementitious composites with pseudo-strain hardening behavior and excellent crack control capacity. Substitution of concrete with engineered cementitious composite can greatly reduce the cracking and durability problems associated with low tensile strength and brittleness of concrete and can significantly increase structural seismic resistance. In this article, a pair of beam–column joints with various matrix types has been tested under reversed cyclic loading to study the effect of substitution of concrete with engineered cement

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Hou, Wei, Guan Lin, Xiaomeng Li, Pandeng Zheng, and Zixiong Guo. "Compressive behavior of steel spiral confined engineered cementitious composites in circular columns." Advances in Structural Engineering 23, no. 14 (2020): 3075–88. http://dx.doi.org/10.1177/1369433220928528.

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Extensive research has been conducted on the uniaxial tensile and compressive behavior of engineered cementitious composites. Despite the high tensile ductility and high toughness of engineered cementitious composites, transverse steel reinforcement is still necessary for high-performance structural members made of engineered cementitious composites. However, very limited research has been concerned with the compressive behavior of steel-confined engineered cementitious composites. This article presents the results of axial compression tests on a series of circular engineered cementitious comp

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Jašek, Marek, Jiri Brozovsky, Lucie Mynarzová, and Jan Hurta. "Development of Green Engineered Cementitious Composites." Advanced Materials Research 1020 (October 2014): 3–8. http://dx.doi.org/10.4028/www.scientific.net/amr.1020.3.

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A development of fiber-cement composites is often focused on cost-effective and environmentally friendly materials (so-called green materials). Production of this material should produce less waste and it also should use less energy and less natural sources. There are numerous approaches to the development of green composites. One of the possible ways is a utilization of fly ashes instead of the cement part of composite. The paper discusses a development of green cementitious composite which incorporated fly ash materials produced in the Moravian-Silesian region as a partial replacement of the

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Sun, Mian, Youzhi Chen, Jiaoqun Zhu, et al. "Effect of Modified Polyvinyl Alcohol Fibers on the Mechanical Behavior of Engineered Cementitious Composites." Materials 12, no. 1 (2018): 37. http://dx.doi.org/10.3390/ma12010037.

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：Polyvinyl alcohol (PVA) fiber was proposed to enhance the mechanical performance of engineered cementitious composite in this research. A mixture of engineered cementitious composite with better expected performance was made by adding 2% PVA fiber. Mechanics tests, including pressure resistance, fracture resistance, and ultimate tensile strength, were conducted. They reveal that the engineered cementitious composites not only exhibit good pressure resistance, but they also exhibit excellent fracture resistance and strain capability against tensile stress through mechanics tests, including pre

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5

Pourfalah, Saeed, and Demetrios M. Cotsovos. "Enhancing the out-of-plane behaviour of unreinforced masonry walls under impact loading through the use of partially bonded layers of engineered cementitious composite." International Journal of Protective Structures 11, no. 2 (2019): 209–34. http://dx.doi.org/10.1177/2041419619866457.

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Published experimental work reveals that the out-of-plane behaviour of unreinforced masonry walls under impact loading can be significantly enhanced through the use of engineered cementitious composite layers fully bonded to the surface of the masonry. The disadvantage of this method is associated with the localised cracking exhibited by the engineered cementitious composite layer close to the joints forming between bricks. This cracking is associated with the bond developing between the masonry and the engineered cementitious composite layer and does not allow the latter layer to achieve its

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Dong, Bingqing, Cong Lu, Jinlong Pan, Qifeng Shan, and Wanyun Yin. "Mechanical behavior of a novel precast beam-to-column connection with U-shaped bars and engineered cementitious composites." Advances in Structural Engineering 21, no. 13 (2018): 1963–76. http://dx.doi.org/10.1177/1369433218761139.

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This article investigates a novel precast connection, with U-shaped bars extending from precast column to connect with the longitudinal bars in precast beams. To improve the seismic behavior of the connection, engineered cementitious composites, one kind of highly ductile concrete, were introduced into the core area of the connection, which also act as the cast-in-place material in the beam top and end. Prior to the test, finite element modeling was conducted to determine the proper splice length between U-shaped bars and beam reinforcements and also to evaluate the bonding performance of the

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Wang, Hai Long, Guang Yu Peng, Yue Jing Luo, and Xiao Yan Sun. "Uniaxial Tensile Experiment on PVA Fiber Reinforced Cementitious Composites." Applied Mechanics and Materials 438-439 (October 2013): 270–74. http://dx.doi.org/10.4028/www.scientific.net/amm.438-439.270.

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Engineered cementitious composite (ECC) is a representative of the new generation of high performance fiber reinforced cementitious composites. To reveal the influence of mineral admixtures on the tensile mechanical characteristics of polyvinyl alcohol fiber reinforced engineered cementitious composites (PVA-ECC), the tensile properties of PVA-ECC with replacing cement by a significant amount of fly ash (FA), silica fume (SF) and metakaolin (MK) was experimentally investigated. Uniaxial tensile experiment was carried out using rectangular thin plate with sizes of 400×100×15mm3. Results from un

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Zheng, Xuan, Jun Zhang, and Zhenbo Wang. "Effect of multiple matrix cracking on crack bridging of fiber reinforced engineered cementitious composite." Journal of Composite Materials 54, no. 26 (2020): 3949–65. http://dx.doi.org/10.1177/0021998320923145.

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In the present paper, a modified micromechanics based model that describes the crack bridging stress in randomly oriented discontinuous fiber reinforced engineered cementitious composite is developed. In the model, effect of multiple matrix cracking on fiber embedded length, which in turn influencing fiber bridging in the composite, is taken into consideration. First, crack spacing of high strength-low shrinkage engineered cementitious composite was experimentally determined by photographing the specimen surface at some given loading points during uniaxial tensile test. The diagram of average

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Kim, Yun-Yong, Jeong-Su Kim, Gee-Joo Ha, and Jin-Keun Kim. "Development of an ECC(Engineered Cementitious Composite) Designed with Ground Granulated Blast Furnace Slag." Journal of the Korea Concrete Institute 18, no. 1 (2006): 21–28. http://dx.doi.org/10.4334/jkci.2006.18.1.021.

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Shumuye, Eskinder Desta, Jie Liu, Weiwen Li, and Zike Wang. "Eco-Friendly, High-Ductility Slag/Fly-Ash-Based Engineered Cementitious Composite (ECC) Reinforced with PE Fibers." Polymers 14, no. 9 (2022): 1760. http://dx.doi.org/10.3390/polym14091760.

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Engineered cementitious composites (ECCs) are a special class of ultra-ductile fiber-reinforced cementitious composites containing a significant amount of short discontinuous fibers. The distinctive tensile strain-hardening behavior of ECCs is the result of a systematic design based on the micromechanics of the fiber, matrix, and fiber–matrix interface. However, ECCs require extensive cement content, which is inconsistent with the goal of sustainable and green building materials. Consequently, the objective of this study is to investigate the mechanical performance of slag/fly-ash-based engine

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Singh, S. B., and Pankaj Munjal. "Engineered cementitious composite and its applications." Materials Today: Proceedings 32 (2020): 797–802. http://dx.doi.org/10.1016/j.matpr.2020.03.743.

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WANG, Danna, Maimaitituersun NUERAILI, Xinyue WANG, and Baoguo HAN. "A Review on Nano-Engineered Ultra-High Performance Cementitious Composites." Engineering Materials and Structures 3, no. 4 (2024): 46–66. https://doi.org/10.48014/ems.20241230001.

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Ultra-high performance cementitious composites (UHPCC) are the most innovative and promising new generation of cementitious composites over the past three decades. However, while low porosity and high density contribute to the extremely high strength of UHPCC, they also lead to issues such as high capillary suction, severe autogenous shrinkage, rapid hydration rate, and large temperature stresses within the material. Nanofillers with small size and nano effects are helpful to improve the continuity of cementitious raw materials at the nanoscale across multiple scales. They make up for the nano

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Hou, Lijun, Ran Xu, Da Chen, Shilang Xu, and Farhad Aslani. "Seismic behavior of reinforced engineered cementitious composite members and reinforced concrete/engineered cementitious composite members: A review." Structural Concrete 21, no. 1 (2019): 199–219. http://dx.doi.org/10.1002/suco.201800269.

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Abdul Aziz, Atiqah. "Effects of Pre-Treated Crumb Rubber as Sand Partial Replacement on Compressive Strength of Engineered Cementitious Composites (ECC)." journal of Mechanical Engineering 20, no. 2 (2023): 153–66. http://dx.doi.org/10.24191/jmeche.v20i2.22060.

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This study was conducted to determine the surface morphology of crumb rubber (CR) treated with 10% Sodium Hydroxide (NaOH) solution at different periods and the compressive strength of the treated rubberised engineered cementitious composites (R-ECC). R-ECC is a type of engineered cementitious Composite (ECC) with CR as partial sand replacement. In contrast to the quasi-brittle nature of conventional concrete, engineered cementitious Composite (ECC) is distinguished for its tensile strain-hardening behaviour and tensile ductility. However, adding crumb rubber (CR) in ECC as partial sand replac

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Kim, Yun-Yong, Jeong-Su Kim, Hee-Sin Kim, Gee-Joo Ha, and Jin-Keun Kim. "Mechanical Properties of an ECC(Engineered Cementitious Composite) Designed Based on Micromechanical Principle." Journal of the Korea Concrete Institute 17, no. 5 (2005): 709–16. http://dx.doi.org/10.4334/jkci.2005.17.5.709.

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16

Zhang, Jun, Zhenbo Wang, Qing Wang, and Yuan Gao. "Simulation and test of flexural performance of polyvinyl alcohol-steel hybrid fiber reinforced cementitious composite." Journal of Composite Materials 50, no. 30 (2016): 4291–305. http://dx.doi.org/10.1177/0021998316636206.

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The flexural performance of polyvinyl alcohol-steel hybrid fiber reinforced engineered cementitious composite with characteristics of low drying shrinkage special focus on impacts of steel fiber content and matrix strength has been investigated in both experimental and theoretical aspects in this paper. Four matrix types with water to binder ratio of 0.25, 0.35, 0.45, and 0.55 and three additional steel fiber contents in the composite with polyvinyl alcohol fiber content of 1.7% in volume were used in the test program. The experimental results show that cracking and flexural strength of the co

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Hrbek, Vladimír, Veronika Petráňová, and Jiří Němeček. "Enhancing Engineered Cementitious Composite by External and Internal Hydrophobization." Key Engineering Materials 677 (January 2016): 57–63. http://dx.doi.org/10.4028/www.scientific.net/kem.677.57.

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Engineered cementitious composites (ECC) are characterized with increased ductility and strain hardening due to its internal structure design. ECC is especially useful for applications where common steel reinforced concrete is not applicable and the structural members undergo large strains or dynamic action. Such conditions are often combined with environmental effects where structures are partly or fully immersed in water possibly containing some harmful substances such as chloride or sulfuric ions. To maintain sufficient durability of the composite it is necessary to decrease its water absor

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18

Suryanto, Benny, Robin Reynaud, and Blair Cockburn. "Sectional analysis of engineered cementitious composite beams." Magazine of Concrete Research 70, no. 22 (2018): 1135–48. http://dx.doi.org/10.1680/jmacr.17.00199.

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O. El-Mahdy, Osama, Gehan A. Hamdy, Mosaad H. El-Diasity, and Yousry Shalaby. "Performance of Reinforced Engineered Cementitious Composite Beams." Engineering Research Journal - Faculty of Engineering (Shoubra) 51, no. 2 (2022): 83–101. http://dx.doi.org/10.21608/erjsh.2022.235468.

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Arundhathy, S., and V. Vasugi. "Engineered Cementitious Composites for Sustainable Construction." Key Engineering Materials 692 (May 2016): 17–26. http://dx.doi.org/10.4028/www.scientific.net/kem.692.17.

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Upcoming infrastructure and maintenance focuses on sustainable infrastructure. To solve this, certain cement – based materials are developed. Engineered Cementitious composite (ECC) has been developed as an improved version of Fiber Reinforced Cement. The most outstanding properties of ECC are its high tensile ductility and fine multiple cracking. It is basically a composite similar to mortar added with fine fibers such as steel fibers and polymer fibers. A composite with high ductility is made retaining the original properties of normal concrete leads to a sustainable and serviceable construc

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21

Zhang, Jun, and Cheng Xu Gong. "Tensile Properties of Low Shrinkage Engineered Cementitious Composite." Key Engineering Materials 405-406 (January 2009): 55–61. http://dx.doi.org/10.4028/www.scientific.net/kem.405-406.55.

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This paper reports the tensile properties of a new class of engineered cementitious composite with characteristic of low drying shrinkage. Experimental results show that drying shrinkage of the composite is greatly reduced as using the low shrinkage cementitious material in matrix, while the composite remains strain-hardening and multiple cracking characteristics. The measured drying shrinkage strain at 28 days is only 10910-6 to 24210-6 for low shrinkage ECCs. For traditional ECC, the shrinkage strain at 28 days is nearly 120010-6. The average tensile strain capacity after 28 days curing i

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22

Zhang, YX, Zachary Kerr, Brian Jarvis, and Rhys J. Volant. "High-velocity impact behaviour of a new hybrid fibre-reinforced cementitious composite." Advances in Structural Engineering 21, no. 4 (2017): 589–97. http://dx.doi.org/10.1177/1369433217732667.

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In this article, a new engineered cementitious composite reinforced with 0.6% volume steel fibres and 1.5% volume polyvinyl-alcohol fibres is developed aiming for enhanced impact resistance compared to other construction materials. Fundamental mechanical properties of the new composite including the compressive strength, Young’s modulus, tensile strength and flexural behaviour were tested. To calibrate the impact resistance of the new composite, high-velocity impact tests of panels made of the new material were conducted when subjected to impact from a standard 7.62 mm round in-service bullet

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Khitab, Anwar, M. Nadeem, and S. Hussain. "Use of Flexible Engineered Cementitious Composite in Buildings." Key Engineering Materials 510-511 (May 2012): 591–96. http://dx.doi.org/10.4028/www.scientific.net/kem.510-511.591.

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This article describes the applications and benefits of a recently developed smart building material namely Engineered cementitious composite (ECC), also known as flexible or bendable concrete. Conventional concretes have a strain capacity of only 0.1 percent and are highly brittle and rigid. This lack of bendability is a major cause of failure under strain and has been a pushing factor in the development of an elegant material which is capable to exhibit an enhanced flexibility. An ECC has a strain capacity of more than 3 percent and thus acts more like a ductile metal rather than like a brit

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Sabapathy, Lavaniyah, Bashar S. Mohammed, Amin Al-Fakih, Mubarak Mohammed A. Wahab, M. S. Liew, and Y. H. Mugahed Amran. "Acid and Sulphate Attacks on a Rubberized Engineered Cementitious Composite Containing Graphene Oxide." Materials 13, no. 14 (2020): 3125. http://dx.doi.org/10.3390/ma13143125.

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The objective of this research was to determine the durability of an engineered cementitious composite (ECC) incorporating crumb rubber (CR) and graphene oxide (GO) with respect to resistance to acid and sulphate attacks. To obtain the mix designs used for this study, response surface methodology (RSM) was utilized, which yielded the composition of 13 mixes containing two variables (crumb rubber and graphene oxide). The crumb rubber had a percentage range of 0–10%, whereas the graphene oxide was tested in the range of 0.01–0.05% by volume. Three types of laboratory tests were used in this stud

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Nguyen, Cong-Luyen, and Chi-King Lee. "Flexural behaviours of Engineered Cementitious Composites – High strength steel composite beams." Engineering Structures 249 (December 2021): 113324. http://dx.doi.org/10.1016/j.engstruct.2021.113324.

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Rana, Mohammad M., C. K. Lee, Safat Al-Deen, and Y. X. Zhang. "Flexural behaviour of steel composite beams encased by engineered cementitious composites." Journal of Constructional Steel Research 143 (April 2018): 279–90. http://dx.doi.org/10.1016/j.jcsr.2018.01.004.

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Khan, M. K. I., C. K. Lee, and Y. X. Zhang. "Numerical modelling of engineered cementitious composites-concrete encased steel composite columns." Journal of Constructional Steel Research 170 (July 2020): 106082. http://dx.doi.org/10.1016/j.jcsr.2020.106082.

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Zhao, Zhi Qin, Ren Juan Sun, Zi Qiang Feng, Shan Shan Wei, and Da Wei Huang. "Mechanical Properties and Applications of Engineered Cementitious Composites (ECC)." Applied Mechanics and Materials 405-408 (September 2013): 2889–92. http://dx.doi.org/10.4028/www.scientific.net/amm.405-408.2889.

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Engineered Cementitious Composite (ECC) is a fiber reinforced cement based composite material, which systematically designed on the basis of micromechanics and engineered to achieve high ductility under tensile and shear load. The article introduced the development of ECC as advanced construction material, shown different mechanical properties of ECC, tensile strength, compressive strength, bending strength, shear strength. And in light of recent and future full-scale field applications of ECC were also summarized.

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Md Zin, Nasuha, Amin Al-Fakih, Ehsan Nikbakht, Wee Teo, and Mahmoud Anwar Gad. "Influence of Secondary Reinforcement on Behaviour of Corbels with Various Types of High-Performance Fiber-Reinforced Cementitious Composites." Materials 12, no. 24 (2019): 4159. http://dx.doi.org/10.3390/ma12244159.

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An experimental study is conducted to determine the influence of secondary reinforcement on the behaviour of corbels fabricated with three different types of high-performance fiber-reinforced cementitious composites, including engineered cementitious concrete (ECC); high-performance steel fiber-reinforced composite (HPSFRC); and hybrid fiber-reinforced composite (HyFRC). Two shear span-to-depth ratios (a/d = 0.75 and 1.0) are explored. The mechanical properties of the composites in terms of tensile, compressive, and flexural strengths are investigated. Next, the structural behaviour of the hig

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Bhuyan, Mohammad, Mohammad Khattak, Qian Zhang, and Emilee Schlader. "Experimental Evaluation of Engineered Cementitious Composites as Reflective Crack Control Interlayer for Composite Pavements." MATEC Web of Conferences 271 (2019): 07002. http://dx.doi.org/10.1051/matecconf/201927107002.

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Reflective cracking at transverse joints is considered as a predominant distress in composite pavements. Various interlayers have been used previously to prevent or retard reflective cracking. Engineered cementitious composite (ECC) is a special type of high-performance fiber-reinforced cementitious material that is expected to perform better as an interlayer due to its higher tensile strength and ductility. This study aims to evaluate the effectiveness of ECC as an interlayer system experimentally. A laboratory test protocol was designed to simulate repeated traffic loads to measure the fatig

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Mohammedameen, Alaa, Abdulkadir Çevik, Radhwan Alzeebaree, Anıl Niş, and Mehmet Eren Gülşan. "Performance of FRP confined and unconfined engineered cementitious composite exposed to seawater." Journal of Composite Materials 53, no. 28-30 (2019): 4285–304. http://dx.doi.org/10.1177/0021998319857110.

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Conventional concrete suffers from brittle failures under mechanical behaviour, and lack of ductility results in the loss of human life and property in earthquake zones. Therefore, the degree of ductility becomes significant in seismic regions. This paper investigates the influence of poly-vinyl alcohol fibers, basalt fiber-reinforced polymer (BFRP) and carbon fiber-reinforced polymer (CFRP) fabrics on the ductility and mechanical performance of low (LCFA) and high (HCFA) calcium fly ash-based engineered cementitious composite concrete. The study also focuses on the mechanical behaviour of the

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Nikbakht, Ehsan, Mahmoud Gad, and Jia Wei Chang. "Push-out tests on steel composite sections with engineered cementitious composite." Engineering Solid Mechanics 12, no. 1 (2024): 11–16. http://dx.doi.org/10.5267/j.esm.2023.7.007.

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This paper investigates the shear strength and failure modes of steel-concrete-steel (SCS) sandwich composite member with Engineered Cementitious Concrete (ECC) and explores the influences of various shear connectors such as headed stud and bolt on shear behavior of SCS sandwich composite member by carrying out push-out testing program. Based on the test results in this study, the failure modes and the load-slip behavior of the specimens are investigated. In addition, the experimental results on the shear resistance of the headed stud connector with various connector spacing and numbers of con

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Mohammed, Bashar S., Muhammad Hafiz Baharun, Muhd Fadhil Nuruddin, Odu Paul Duku Erikol, and Nadhir Abdulwahab Murshed. "Mechanical Properties of Engineered Cementitious Composites Mixture." Applied Mechanics and Materials 567 (June 2014): 428–33. http://dx.doi.org/10.4028/www.scientific.net/amm.567.428.

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The aim of the research is to develop engineered cementitious composite mixtures satisfying the self-compacting concrete requirements and to evaluate the hardened properties of self-compacted ECC mixtures. To enhance the concrete performance, PVA is used. The PVA improved some characteristics and properties of the concrete. Ten mixes with different Polyvinyl Alcohol (PVA) fiber contents (0.0%, 1.0%, 1.5%, 2.0%, 2.5%, 3.0%, 3.5%, 4.0%, 4.5% and 5.0%) have been prepared. Three cubes (100mm x 100mm x 100mm), three beams (100mm x 100mm x 500mm) and three cylinders (150mm diameter and 300mm height)

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Yang, Guoliang, Wenjia Huang, and Shuai Feng. "Antiexplosion Performance of Engineered Cementitious Composite Explosion-Proof Wall." Advances in Materials Science and Engineering 2020 (March 20, 2020): 1–10. http://dx.doi.org/10.1155/2020/1921960.

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The antiexplosion performance of an explosion-proof wall made of engineered cementitious composite was studied, using small-scale explosion-proof walls made of different materials and sizes that were subjected to on-site blasting. The dynamic responses of these walls were evaluated under blast loading using overpressure test system, digital image correlation (DIC) full-field strain testing, and high-speed photography recording of the crushing process. Analysis of the results of the overpressure and strain tests revealed the effect of the wall height on the overpressure behind the wall. Increas

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Cheng, Zhanqi, Yuyang Hu, Liusheng Chu, Chengfang Yuan, and Hu Feng. "Peridynamic modeling of engineered cementitious composite with fiber effects." Engineering Fracture Mechanics 245 (March 2021): 107601. http://dx.doi.org/10.1016/j.engfracmech.2021.107601.

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Rafiei, Pouya, Hoofar Shokravi, Seyed Esmaeil Mohammadyan-Yasouj, Seyed Saeid Rahimian Koloor, and Michal Petrů. "Temperature Impact on Engineered Cementitious Composite Containing Basalt Fibers." Applied Sciences 11, no. 15 (2021): 6848. http://dx.doi.org/10.3390/app11156848.

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Engineered cementitious composite (ECC) is a new generation of fiber-reinforced concrete with high ductility and exceptional crack control capabilities. However, ECC can suffer a substantial reduction in ductility when exposed to elevated temperatures resulting in a loss of crack-bridging ability. In this study, the effect of adding basalt fiber (BF), which is an inorganic fiber with high-temperature resistance for the production of ECC, was studied. Moreover, the change in the mechanical properties of ECC, including compressive, tensile, and flexural strength, was experimentally investigated

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Lin, Yi-Wei, Liam Wotherspoon, and Jason M. Ingham. "Tensile Properties of an Engineered Cementitious Composite Shotcrete Mix." Journal of Materials in Civil Engineering 27, no. 7 (2015): 04014205. http://dx.doi.org/10.1061/(asce)mt.1943-5533.0001164.

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Hajj, Elie Y., David H. Sanders, and Nicholas D. Weitzel. "Evaluation of Modified Engineered Cementitious Composite with Local Materials." Transportation Research Record: Journal of the Transportation Research Board 2577, no. 1 (2016): 78–87. http://dx.doi.org/10.3141/2577-10.

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Lin, Manfang, Lingzhi Li, Fangming Jiang, et al. "Automated reinforcement of 3D-printed engineered cementitious composite beams." Automation in Construction 168 (December 2024): 105851. http://dx.doi.org/10.1016/j.autcon.2024.105851.

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Nawar, Mahmoud T., Mohamed Selim, Mahmoud Zaghlal, Ayman El-Zohairy, and Mohamed Emara. "Performance of GFRP-Confined Rubberized Engineered Cementitious Composite Columns." Journal of Composites Science 8, no. 8 (2024): 330. http://dx.doi.org/10.3390/jcs8080330.

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In coastal regions, the deterioration of structures and bridges due to environmental conditions and corrosion is a significant concern. To combat these issues, the use of corrosion-resistant materials like fiber-reinforced polymers (FRPs) materials, engineered cementitious composites (ECCs), and rubberized ECCs (RECC) shows promise as normal concrete (NC) alternatives by providing increased ductility and energy absorption properties. The effectiveness of confining concrete columns using GFRP tubes with ECC/RECC was assessed in this research by evaluating their performance through compression a

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Ali, M. A. E. M., and M. L. Nehdi. "Innovative crack-healing hybrid fiber reinforced engineered cementitious composite." Construction and Building Materials 150 (September 2017): 689–702. http://dx.doi.org/10.1016/j.conbuildmat.2017.06.023.

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Ma, Hui, Jingming Cai, Zhan Lin, Shunzhi Qian, and Victor C. Li. "CaCO3 whisker modified Engineered Cementitious Composite with local ingredients." Construction and Building Materials 151 (October 2017): 1–8. http://dx.doi.org/10.1016/j.conbuildmat.2017.06.057.

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Zhang, Jun, Chengxu Gong, Zili Guo, and Minghua Zhang. "Engineered cementitious composite with characteristic of low drying shrinkage." Cement and Concrete Research 39, no. 4 (2009): 303–12. http://dx.doi.org/10.1016/j.cemconres.2008.11.012.

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Li, Mo, Hieu C. Luu, Chang Wu, Y. L. Mo, and Thomas T. C. Hsu. "Seismic performance of reinforced engineered cementitious composite shear walls." Earthquakes and Structures 7, no. 5 (2014): 691–704. http://dx.doi.org/10.12989/eas.2014.7.5.691.

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Soe, Khin T., Y. X. Zhang, and L. C. Zhang. "Impact resistance of hybrid-fiber engineered cementitious composite panels." Composite Structures 104 (October 2013): 320–30. http://dx.doi.org/10.1016/j.compstruct.2013.01.029.

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46

Lu, Yangyang. "Fatigue Life Analysis of Engineered Fiber Reinforced Cementitious Composite." International Journal of Materials Science and Technology Studies 2, no. 3 (2024): 56–61. https://doi.org/10.62051/ijmsts.v2n3.08.

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Abstract:

As a new type of building material, Engineered Fiber Reinforced Cementitious Composite have attracted the attention of many scholars in civil engineering. They have super toughness, quasi strain hardening, and multi joint cracking characteristics. Due to the excellent characteristics of ECC, this material has been widely developed in the United States, Japan, and Europe, and has been successfully applied in multiple practical project engineering. Materials should meet fatigue reliability requirements before being put into use. Due to the large variability of fatigue life, in order to meet engi

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Ismail, Mohamed K., Basem H. AbdelAleem, Assem A. A. Hassan, and Wael El-Dakhakhni. "Shear behavior of lightweight engineered cementitious composite RC beams." Structures 73 (March 2025): 108403. https://doi.org/10.1016/j.istruc.2025.108403.

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Khan, M. K. I., Mohammad M. Rana, Y. X. Zhang, and C. K. Lee. "Compressive behaviour of engineered cementitious composites and concrete encased steel composite columns." Journal of Constructional Steel Research 167 (April 2020): 105967. http://dx.doi.org/10.1016/j.jcsr.2020.105967.

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Ranade, Ravi, Jie Zhang, Jerome P. Lynch, and Victor C. Li. "Influence of micro-cracking on the composite resistivity of Engineered Cementitious Composites." Cement and Concrete Research 58 (April 2014): 1–12. http://dx.doi.org/10.1016/j.cemconres.2014.01.002.

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Guo, Caixia, Kaiwen Yang, Yichen Duan, Jiulin Li, Jianlin Wang, and Weidong Lu. "Research on the Flexural Performance of Shield Tunnel Segments Strengthened with Fabric-Reinforced Cementitious Matrix Composite Panels." Buildings 15, no. 8 (2025): 1355. https://doi.org/10.3390/buildings15081355.

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To investigate the strengthening effectiveness of Fabric-Reinforced Cementitious Matrix (FRCM) composites on shield tunnel segments, this study conducted four-point bending tests on FRCM composite panels. The influence of different cementitious matrices (engineered cementitious composite, ECC; ultra-high-performance concrete, UHPC) on the flexural behavior of FRCM panels was systematically analyzed. Numerical simulations were additionally conducted to analyze deformation behavior, damage progression, and stress variations in steel reinforcements within standard structural segments strengthened

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