Relevant bibliographies by topics / Engineered Cementitious Composite

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Engineered Cementitious Composite'

Author: Grafiati
Published: 28 May 2022
Last updated: 30 July 2025

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Journal articles on the topic "Engineered Cementitious Composite"

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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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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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Dissertations / Theses on the topic "Engineered Cementitious Composite"

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Song, Gao. "Matrix manipulation to study ECC behaviour." Thesis, Stellenbosch : University of Stellenbosch, 2005. http://hdl.handle.net/10019.1/4647.

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Thesis (MScEng (Civil Engineering))--University of Stellenbosch, 2005.<br>192 leaves on CD format, preliminary i-xii pages and numbered pages 1-135. Includes bibliography, list of figures and tables.<br>ENGLISH ABSTRACT: As a fibre reinforced material, engineered cementitious composite (ECC) has tough, strain-hardening behaviour in tension despite containing low volumes of fibres. This property can be brought about by developments in fibre, matrix and interfacial properties. Poly Vinyl Alcohol (PVA) fibre has been developed in recent years for ECC, due to its high tensile strength and elastici
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Cheung, Kwok Fai. "Applications of pseudo-ductile engineered cementitious composites for construction industry /." View abstract or full-text, 2004. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202004%20CHEUNGK.

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Thesis (M.Phil.)--Hong Kong University of Science and Technology, 2004.<br>Includes bibliographical references (leaves 314-315). Also available in electronic version. Access restricted to campus users.
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Bazkiani, Saeed Pourfalah. "Out-of-plane retrofitting of masonry wall using engineered cementitious composites." Thesis, Heriot-Watt University, 2017. http://hdl.handle.net/10399/3299.

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The contribution of infill masonry walls to the overall behaviour of frame structures has been acknowledged through numerous published experimental and numerical investigations. Both the in-plane and out-of-plane response of such walls have a significant effect on the overall structural performance of frames and can be subjected to a range of in-plane and out-of-plane actions (e.g. wind, earthquakes, impact and blast loads) characterised by different time-histories, loading-frequencies and intensities. Infill walls are particularly vulnerable to the application of loads in the out-of-plain dir
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França, Marylinda Santos de. "Rheological behavior of engineered cementitions composites reinforced with PVA fibers." Universidade de São Paulo, 2018. http://www.teses.usp.br/teses/disponiveis/3/3146/tde-03102018-140459/.

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The rheological behavior analysis of Engineered Cementitious Composites (ECC) is key to understand how the different preparation techniques affect the composite mechanical performance. However, the rheological assessment of reinforced materials becomes more complex since fibers usually cause flow disturbances not found in nonreinforced cementitious materials. Besides that, simple workability measurement techniques are not able to fully understand the composite behavior in the fresh state creating the need for more precise techniques to be employed. The main objectives of this study were to eva
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Сидор, Назар Іванович. "Високоміцні бетони з підвищеною ударною в’язкістю для промислових підлог". Diss., Національний університет «Львівська політехніка», 2021. https://ena.lpnu.ua/handle/ntb/56785.

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Garcez, Estela Oliari. "Investigação do comportamento de Engineered Cementitious Composites reforçados com fibras de polipropileno como material para recapeamento de pavimentos." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2009. http://hdl.handle.net/10183/28642.

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Uma parcela substancial das rodovias do país apresenta processos de deterioração graves de seus pavimentos, fato que acarreta sérios impactos econômicos, sociais e ambientais, resultando em aumento do consumo de combustível, dos gastos com manutenção dos veículos, da frequência de engarrafamentos e do tempo gasto em deslocamentos. A utilização de recapeamentos ou overlays de concreto tem demonstrado ser uma alternativa sustentável e econômica para a reabilitação de pavimentos. No entanto, em muitos casos, os overlays de concreto não tem conseguido prevenir a ocorrência de fissuração por reflex
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Keskin, Suleyman Bahadir. "Dimensional Stability Of Engineered Cementitiouscomposites." Phd thesis, METU, 2012. http://etd.lib.metu.edu.tr/upload/12614713/index.pdf.

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Cementitious materials with strain-hardening property and high tensile ductility are promising materials on account of their mechanical and durability performances. These materials require special ingredients which make it costly to be used in conventional constructions. Hence, potential applications of Engineered Cementitious Composites (ECC) generally focus on layered systems or repairs which require the use of ECC together with another material. For it to be used especially as a repair material, it should have sufficient dimensional compatibility for preventing restrained shrinkage cracking
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Muñoz, Rodriguez Camilo Andrés. "Avaliação do comportamento mecânico de um ECC (Engineered Cementitious Composites) com fibras de polipropileno no recapeamento de pavimentos." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2018. http://hdl.handle.net/10183/179406.

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O Engineered Cementitious Composite ou ECC é um compósito cimentício de elevada capacidade de deformação, concebido na Universidade de Michigan. Constituído por agregados miúdos, cimento e fibras, o compósito apresenta elevada ductilidade associada com a capacidade de gerar microfissuras quando submetido a carregamentos, num comportamento conhecido como strain-hardening. As pesquisas previamente desenvolvidas no Laboratório de Ensaios e Modelos Estruturais (LEME) da UFRGS objetivaram caracterizar um ECC adaptado aos materiais do Brasil, adicionando-se fibras de polipropileno na elaboração do c
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Bawono, Ali Aryo [Verfasser], Stephan [Akademischer Betreuer] Freudenstein, Yiik Diew [Gutachter] Wong, En-Hua [Gutachter] Yang, and Stephan [Gutachter] Freudenstein. "The Functional Performance of Engineered Cementitious Composites Material for Electrified Roadway Application in Singapore : Skid resistance, surface water drainage, noise, and self-cleaning / Ali Aryo Bawono ; Gutachter: Yiik Diew Wong, En-Hua Yang, Stephan Freudenstein ; Betreuer: Stephan Freudenstein." München : Universitätsbibliothek der TU München, 2020. http://d-nb.info/1241246785/34.

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Sahmaran, M., O. Anil, M. Lachemi, G. Yildirim, Ashraf F. Ashour, and F. Acar. "Effect of Corrosion on Shear Behavior of Reinforced Engineered Cementitious Composite Beams." 2015. http://hdl.handle.net/10454/9215.

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No<br>The objective of this study was to evaluate the effect of corrosion level on shear behavior of engineered cementitious composite (ECC) beams. Reinforced normal concrete (R-NC) specimens with compressive strength equal to the ECC specimens were also used for control purposes. Ten reinforced concrete beams (five ECC and five NC) with dimensions of 150 x 220 x 1400 mm (5.91 x 8.66 x 55.12 in.) were manufactured for the study. Using accelerated corrosion through the application of a constant current of 1 ampere, four levels of corrosion were established at 5%, 10%, 15%, and 20% of mass loss
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Books on the topic "Engineered Cementitious Composite"

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Li, Victor C. Engineered Cementitious Composites (ECC). Springer Berlin Heidelberg, 2019. http://dx.doi.org/10.1007/978-3-662-58438-5.

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Han, Baoguo, Siqi Ding, Jialiang Wang, and Jinping Ou. Nano-Engineered Cementitious Composites. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-7078-6.

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Bawono, Ali Aryo. Engineered Cementitious Composites for Electrified Roadway in Megacities. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-88542-7.

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Engineered Cementitious Composites (ECC). Springer Nature, 2019.

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Advances in Engineered Cementitious Composites. Elsevier, 2022. http://dx.doi.org/10.1016/c2020-0-01202-8.

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Wang, Jialiang, Baoguo Han, and Siqi Ding. Nano-Engineered Cementitious Composites: Principles and Practices. Springer, 2019.

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Ou, Jinping, Jialiang Wang, Baoguo Han, and Siqi Ding. Nano-Engineered Cementitious Composites: Principles and Practices. Springer, 2019.

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NEx. NEx Guideline, Bendable Concrete (Engineered Cementitious Composites). NEx, An ACI Center of Excellence for Nonmetallic Building Materials, 2024.

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Nano-Engineered Cementitious Composites: Principles and Practices. Springer, 2019.

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Shanmugam, Praveenkumar. Production, Properties, and Applications of Engineered Cementitious Composites. IGI Global, 2023.

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Book chapters on the topic "Engineered Cementitious Composite"

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Srikakulam, Lakshmi Meghana, and Veerendrakumar C. Khed. "Theoretical Research and Performance of Engineered Cementitious Composite." In Advances in Lightweight Materials and Structures. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-7827-4_25.

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Verma, Preeti, Amritpal Kaur, and Jagbir Singh. "Experimental and Numerical Study of Engineered Cementitious Composite." In Lecture Notes in Civil Engineering. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-030-02707-0_60.

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Zawawi, Nurmazidah Abdullah, Chai Lian Oh, Siong Wee Lee, Mohd Raizamzamani Md Zain, and Norrul Azmi Yahya. "Mechanical Properties of Engineered Cementitious Composite (ECC): An Overview." In ICSDEMS 2019. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-3765-3_26.

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Rawat, S., Y. X. Zhang, and C. K. Lee. "Spalling Resistance of Hybrid Polyethylene and Steel Fiber-Reinforced High-Strength Engineered Cementitious Composite." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-3330-3_33.

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AbstractWe analyzed the effect of elevated temperatures on the integrity of high-strength engineered cementitious composite (ECC) made with a hybrid combination of polyethylene (PE) and steel fibers. The 50 mm cube specimens were subjected to temperature ranging from 200 to 800 °C at three different heating rates: 1, 5, and 10 °C/min. Five different types of mixes with varying content of supplementary cementitious materials and fibers were evaluated. No spalling was observed at 1–5 °C/min heating rate and &lt;400 °C. However, at a heating rate of 10 °C/min for temperature 600–800 °C, all ECC s
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Meng, Dan, C. K. Lee, and Y. X. Zhang. "Flexural Behaviour of Reinforced Polyvinyl Alcohol-Engineered Cementitious Composite Beams." In Strain-Hardening Cement-Based Composites. Springer Netherlands, 2017. http://dx.doi.org/10.1007/978-94-024-1194-2_51.

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Singh, Maninder, Babita Saini, and H. D. Chalak. "An Overview on Waste Materials Used in Engineered Cementitious Composite." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5001-0_17.

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Singh, Maninder, Babita Saini, and H. D. Chalak. "Impact of Fiber Hybridization on Performance of Engineered Cementitious Composite." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-15-9554-7_29.

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Adesina, Adeyemi, and Sreekanta Das. "Performance of Engineered Cementitious Composite Incorporating Recycled Glass as Aggregate." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-61511-5_23.

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Wijesooriya, K., Shiyao Zhu, Sanket Rawat, Chi-King Lee, and D. Mohotti. "Engineered Cementitious Composite Beams in Impact Damage Mitigation for Bridge Piers." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-3737-6_43.

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Zhang, Qian, and Victor C. Li. "Micromechanics of an Ultra Lightweight Engineered Cementitious Composite Containing Polymeric Latex Admixture." In Strain-Hardening Cement-Based Composites. Springer Netherlands, 2017. http://dx.doi.org/10.1007/978-94-024-1194-2_8.

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Conference papers on the topic "Engineered Cementitious Composite"

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Gir, Alam, Muhammad Fahim, and Abdul Ghani. "Behavior of RC Beam-Column Joints Using High-Strength Concrete and Engineered Cementitious Composite." In 14th International Civil Engineering Conference. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-wxh4qe.

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In seismically active areas, the structural integrity of structures is significantly reliant on the efficacy of beam-to-column connections. This study investigates the potential of high-strength concrete (HSC) and engineered cementitious composites (ECC) as alternatives to conventional transverse reinforcements to alleviate joint congestion and enhance the performance of beam-column joints. Four full-scale models were tested, including progressive and cyclic load evaluations. Two models had HSC, HBCJ I (HSC in joint only), and HBCJ II (HSC in joint plus extended to members), and the other had
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Nguyen, Cong-Luyen. "Partial Replacement of Engineered Cementitious Composites (ECC) by Light-Weight Concrete (LWC) in Composite Beam Utilising High Strength Steel I-Section." In 2024 9th International Conference on Applying New Technology in Green Buildings (ATiGB). IEEE, 2024. http://dx.doi.org/10.1109/atigb63471.2024.10717654.

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Shah, Naseeb, and Majid Ali. "An Insight into Pavement Maintenance with Fiber Concrete Overlays." In Technology Enabled Civil Infrastructure Engineering & Management Conference. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-2mid1n.

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In the realm of civil engineering, scientists and engineers are striving to enhance the performance of Portland cement concrete (PCC) by incorporating organic waste materials, particularly wheat straw fibers. These fibers, alongside polymers, are key components in reinforcing cementitious concrete. They have been extensively studied and found to positively impact plain concrete, leading to the development of fiber-reinforced concrete (FRC). This study innovates construction through unique random fiber inclusion, diverse types, and addressing maintenance overlays of rigid pavements. This concep
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Singh, Maninder, Babita Saini, and H. D. Chalak. "Appraisal of Hybrid Fiber Reinforced Engineered Cementitious Composite." In The 4th International Conference on Civil, Structural and Transportation Engineering. Avestia Publishing, 2019. http://dx.doi.org/10.11159/iccste19.192.

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Jakkula, Srinivas, Srikanth Koniki, and P. Magudeaswaran. "Flexure behavior of engineered cementitious composite (ECC) beams." In LOW RADIOACTIVITY TECHNIQUES 2022 (LRT 2022): Proceedings of the 8th International Workshop on Low Radioactivity Techniques. AIP Publishing, 2023. http://dx.doi.org/10.1063/5.0161721.

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Zhang, Y. X., Khin T. Soe, and L. C. Zhang. "High Velocity Impact Responses Of Engineered Cementitious Composite Panels." In The Seventh International Structural Engineering and Construction Conference. Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-5354-2_m-7-75.

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Yang, Guo, and Zhi-Yuan Li. "Experimental Study on Ultra-lightweight Fire-resistive Engineered Cementitious Composite." In 2nd Annual International Conference on Advanced Material Engineering (AME 2016). Atlantis Press, 2016. http://dx.doi.org/10.2991/ame-16.2016.25.

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Anderson, Michèle, and Susan M. Bogus. "Performance of Engineered Cementitious Composite Material under Differing Site Conditions." In Construction Research Congress 2022. American Society of Civil Engineers, 2022. http://dx.doi.org/10.1061/9780784483978.059.

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Selim, Ahmed H., Fardin Mahmoudi, Jamal A. Abdalla, Rami A. Hawileh, Farid Abed, and Muhammad Kyaure. "Finite Element Modeling of Engineered Cementitious Composite (ECC) Prisms and Beams." In 2022 Advances in Science and Engineering Technology International Conferences (ASET). IEEE, 2022. http://dx.doi.org/10.1109/aset53988.2022.9734820.

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S, Hima, and Eso Kumary Paul P. M. "Experimental Investigation of Flexural Performance of Sandwiched Engineered Cementitious Composite Concrete Slab and Analysis using ANSYS Software." In The International Conference on scientific innovations in Science, Technology, and Management. International Journal of Advanced Trends in Engineering and Management, 2023. http://dx.doi.org/10.59544/kbae6095/ngcesi23p120.

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Engineered cementitious composite (ECC) is an ultra-ductile cement based material reinforced with fibers. It is also called as Bendable concrete. ECC has many capabilities due to its superior properties characterized by high ductility, low permeability and high tensile strength. In this paper, the conventional concrete and engineered cementitious composite concrete are prepared of M30 grade incorporated with polypropylene fiber and sandwiched using steel mesh and the results are being compared and studied. The flexural behaviour of a sandwiched engineered cementitious composite (ECC) is studie
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Reports on the topic "Engineered Cementitious Composite"

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SHEAR RESISTANCE OF NOVEL PERFORATED SHAPED STEEL-ENGINEERED CEMENTITIOUS COMPOSITE (ECC) CONNECTORS. The Hong Kong Institute of Steel Construction, 2020. http://dx.doi.org/10.18057/ijasc.2020.16.1.4.

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DEVELOPMENT OF ANALYTICAL MODELS FOR PREDICTING THE FLEXURAL BEHAVIOUR OF ENGINEERED CEMENTITIOUS COMPOSITES – HIGH STRENGTH STEEL COMPOSITE BEAMS. The Hong Kong Institute of Steel Construction, 2023. http://dx.doi.org/10.18057/ijasc.2023.19.3.2.

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This paper presents the results of three-dimensional (3D) finite element (FE) and analytical models on the prediction of the flexural behaviour of composite beams comprising high strength steel (HSS) I-section and Engineered Cementitious Composite (ECC) slab. In the FE approach, 108 composite beam models which cover a wide range of key parameters including HSS grade, ECC compressive strength, HSS section depth, ECC slab thickness, ECC slab width were generated and analysed. The flexural strength of these composite beam models was subsequently employed to validate the accuracies of some commonl
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