Emerging deployment of Engineered Cementitious Composites (ECC) for durable and resilient bridge infrastructure

Mengyu Hu , Huilin Liao , Xinhua Cai , Yongle Li , Victor C. Li , Duo Zhang

Advances in Bridge Engineering ›› 2026, Vol. 7 ›› Issue (1) : 38

PDF
Advances in Bridge Engineering ›› 2026, Vol. 7 ›› Issue (1) :38 DOI: 10.1186/s43251-026-00224-5
Review
review-article
Emerging deployment of Engineered Cementitious Composites (ECC) for durable and resilient bridge infrastructure
Author information +
History +
PDF

Abstract

Modern bridges are faced with lifecycle challenges of ensuring safety and durability under the combined exposure to traffic and environmental loadings. As an emerging high-performance material, Engineered Cementitious Composites (ECC) possesses ultrahigh tensile ductility and autogenous crack control, offering a plausible solution to establishing a durable and resilient design framework for next-generation bridge infrastructure. Here, we examine recent research findings of ECC’s applications in bridges, with the goal of identifying key advantages and potential opportunities of integrating the material innovation into high-performance structures. The survey shows that ECC’s outstanding tensile ductility accounts for a valuable asset in developing jointless bridges and composite deck systems with enhanced crack control and fatigue performance. The material ductility also promotes structural energy absorption, which contributes to seismic-resistant design by strengthening plastic hinges in substructure. Moreover, by limiting crack width, ECC delivers exceptional resistance to the ingress of deleterious species and promotes structural longevity for steel-reinforced elements and repair applications. The technical benefits offered by ECC further translate into lifecycle environmental and economic merits, demonstrating promise in advancing sustainability and resilience of future transportation systems.

Keywords

Engineered Cementitious Composites (ECC) / Bridge construction / Seismic resistance / Durability

Cite this article

Download citation ▾
Mengyu Hu, Huilin Liao, Xinhua Cai, Yongle Li, Victor C. Li, Duo Zhang. Emerging deployment of Engineered Cementitious Composites (ECC) for durable and resilient bridge infrastructure. Advances in Bridge Engineering, 2026, 7 (1) : 38 DOI:10.1186/s43251-026-00224-5

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

Al Mahmoud MA, Issa MA, Alawieh AF, Gancarz D (2025) Evaluating performance and cost-effectiveness of expansion joint systems at Approach slab to transition Approach slab on Illinois Tollway bridges: a comparative analysis. J Perform Constr Facil 39(2). https://doi.org/10.1061/JPCFEV.CFENG-4917

[2]

Alam B, Yaman İÖ. Fatigue performance of PVA fibre reinforced cementitious composite overlays.. Int J Pavement Eng, 2021, 22(7): 822-828.

[3]

American Society of Civil Engineers (2025) Bridges. [EB]. 2025, from https://infrastructurereportcard.org/cat-item/bridges-infrastructure/

[4]

Bandelt MJ, Adams MP, Wang H, Najm H, Bechtel A, Shirkorshidi SM, Fan J (2023) Advanced reinforced concrete Materials for Transportation infrastructure: final Report.

[5]

Bao Y, Chen G. Strain distribution and crack detection in thin unbonded concrete pavement overlays with fully distributed fiber optic sensors. Opt Eng, 2015, 55(1): 011008-011008.

[6]

Benshams A, Hatami F, Saybani M. Probabilistic seismic assessment of innovative concrete bridge piers with engineered cementitious composites (ECC) by different types of shape memory alloys (SMAs) bars. Smart Mater Struct, 2023, 32(3): 035039.

[7]

Bi Y, Yang C, Zhu F, Chen J, Pan Y. Study on the freeze–thaw cycles and carbonization of ultra-high molecular weight polyethylene fiber reinforced engineered cementitious composite for link slab. Construct Building Mater, 2023, 400: 132371.

[8]

Billington SL, Yoon JK. Cyclic Response of unbonded posttensioned precast columns with ductile fiber-reinforced concrete. J Bridge Eng, 2004, 9(4):353-363.

[9]

Caner A, Zia P. Behavior and design of link slabs for jointless bridge decks. Pcij, 1998, 43(3): 68-80.

[10]

Chai L, Guo L, Chen B, Xu Y. Interactive effects of freeze-thaw cycle and carbonation on tensile property of ecological high ductility cementitious composites for bridge deck link slab. Construct Building Mater, 2018, 186: 773-781.

[11]

Chai L-J, Chen B, Guo L-P, Li K. Design method for bridge deck link slabs prepared using BFRP bar-reinforced ecological high-ductility cementitious composites by theoretical calculation and numerical simulation. Struct Concr, 2023, 24(4): 4889-4902.

[12]

Chen Q, Hou S, Jiang C, Tang W, Liu R. Optimal design of slabs of steel-concrete composite beam of Zhadian No.1 bridge (in Chinese). World Bridges, 2022, 50(4): 25-31

[13]

Chen S, Ma S, Ma W. Seismic performance study of plastic hinge region using PVA-ECC composite bridge piers. Eng Struct, 2025, 323: 119261.

[14]

Chen Y, Feng H, Su C, Li X, Zhou G, Wang Z. Seismic behavior of earthquake-damaged hollow RC piers repaired with CFRP grids and ECC.. Construct Building Mater, 2025, 484: 141865.

[15]

Chen Z, Li Z, He S, Jiang Z, Chen H, Yu Z. Axial mechanical behavior of rubberized ECC link-slabs with GFRP reinforcements. [J] Struct, 2025, 81: 110342.

[16]

China Association for Engineering Construction Standardization (CECS) (2025) Technical specification for Strengthening highway bridges with fiber reinforced polymer (in Chinese). P50-03-2025, T/CECS G. [Standard

[17]

Chinnasamy Y, Joanna PS, Kothanda K, Gurupatham BGA, Roy K. Behavior of Pultruded Glass-fiber-reinforced polymer beam-columns Infilled with engineered cementitious composites under Cyclic loading. J Compos Sci, 2022, 6(11): 338.

[18]

Chu K, Hossain KMA, Lachemi M. Fatigue behavior of GFRP-reinforced ECC link slabs under variable stress levels and number of cycles. Eng Struct, 2020, 222: 111130.

[19]

Chu K, Hossain KMA, Lachemi M. Static and fatigue behaviour of ECC link slabs in reinforced concrete girder joint-free bridges. [J] Struct, 2022, 41: 1301-1310.

[20]

Chu K, Hossain KMA, Lachemi M. Fatigue behaviour of joint-free bridges with steel and GFRP-reinforced ECC link slabs. [J] Struct, 2023, 47: 829-845.

[21]

Di J, Fan J, Zhou X, Zhao L, Han B, Qin F, Zhang Z. Hysteretic behavior of composite bridge columns with plastic hinge enhanced by engineered cementitious composite jacket for seismic resistance. Eng Struct, 2022, 251: 113532.

[22]

Dinas A, Nikolaidis TN, Baniotopoulos CC. Sustainable Restoration criteria for a historical steel railway bridge. Procedia Environ Sci, 2017, 38: 578-585.

[23]

ElBatanouny MK, Wagner E, Hawkins KA, Pattaje K, Bishop D, Lawler JS (2025) Bridges designed for Minimum maintenance. Report]. J. E. A. I. Wiss

[24]

European Committee for Standardization (2023) Eurocode, 2: design of concrete structures. Brussels, CEN. [Standard. EN 1992-1-1. 2023

[25]

Fan J, Gou S, Ding R, Zhang J, Shi Z. Experimental and analytical research on the flexural behaviour of steel–ECC composite beams under negative bending moments. Eng Struct, 2020, 210: 110309.

[26]

Fan J, Liu R, Zhang J, Yang S, Ai Z, Chen F. Experimental research on mechanical behavior of composite beamswith precast slabs and hybrid fiber ECC under negative moment (in Chinese). [J] China Civ Eng J, 2021, 54(4): 57-67

[27]

Fan Z, Wu F, He L, He R, Zeng K, Liu Z. Experimental Investigation on the mechanical performance of steel-ECC composite girders with corrugated webs under negative moment. Materials, 2022, 15(19): 6539.

[28]

Fischer G, Li V (2011) Intrinsic Response control of moment-resisting frames Utilizing Advanced composite Materials and structural Elements. [J] ACI Struct J 100

[29]

Ghahsareh FM, Guo P, Wang Y, Meng W, Li VC, Bao Y. Review on material specification, characterization, and quality control of engineered cementitious composite (ECC). Construct Building Mater, 2024, 442: 137699.

[30]

Guan Y, Wu J, Sun R, Zhang H, Hu Y, Wang F. Transverse flexural behaviour of steel-Engineering cementitious composites (ECC) composite deck under negative and positive bending forces. KSCE J Civ Eng, 2021, 25(8):2962-2973.

[31]

Hajj E, Sanders DH, Weitzel ND (2016) Development of Specifications for engineered cementitious composites for use in bridge deck overlays. Report]. R. D. o. C. University of Nevada, E. Environmental

[32]

Hamoda A, Hossain KMA, Sennah K, Shoukry M, Mahmoud Z. Behaviour of composite high performance concrete slab on steel I-beams subjected to static hogging moment. Eng Struct, 2017, 140: 51-65.

[33]

Van den Heede P, De Belie N, Pittau F, Habert G, Mignon A (2018) Life cycle assessment of self-healing engineered cementitious composite (SH-ECC) used for the rehabilitation of bridges. [C] Life Cycle Anal Assess Civ Eng: Towards an Integrated Vision, CRC Press: 8

[34]

Hosseini Khasheh Heiran SF (2017) Next generation seismic resistant structural Elements using high-performance Materials. M

[35]

Hong S-H, Choi J-S, Lee H-J, Park H-J, Yoon Y-S. Optimizing hybrid ratio of steel and polyethylene fibers on the compressive and tensile properties of ultra-high-strength lightweight concrete. Construct Building Mater, 2025, 494: 143515.

[36]

Hossain K, Ghatrehsamani S, Anwar M (2015) Flexural fatigue performance of ECC link slabs for bridge deck applications. J]. Sustainable bridge structure: 247

[37]

Hosseini F, Gencturk B. Structural assessment of bridge columns with engineered cementitious composites and Cu-al-Mn superelastic alloys. Construct Building Mater, 2019, 203: 331-342.

[38]

Hosseini F, Gencturk B, Lahpour S, Gil DI. An experimental investigation of innovative bridge columns with engineered cementitious composites and Cu–al–Mn super-elastic alloys. Smart Mater Struct, 2015, 24(8): 085029.

[39]

Hosseini F, Gencturk B, Jain A, Shahzada K. Optimal design of bridge columns constructed with engineered cementitious composites and Cu-al-Mn superelastic alloys. Eng Struct, 2019, 198: 109531.

[40]

Hou M, Hu K, Yu J, Dong S, Xu S. Experimental study on ultra-high ductility cementitious composites applied to link slabs for jointless bridge decks. Composite Struct, 2018, 204: 167-177.

[41]

Hu W, Zhang D, Ftwi E, Ellis BR, Li VC. Development of sustainable low carbon engineered cementitious composites with waste polyethylene fiber, sisal fiber and carbonation curing. Resour Conserv Recycl, 2023, 197: 107096.

[42]

Inaguma H, Seki M, Suda K (2006) Experimental study on crack-bridging ability of ECC for repair under train loading: flexural fatigue of high and ultra high strength fiber reinforced concrete. In: [C]. International RILEM workshop on high performance fiber reinforced cementitious composites in structural applications. RILEM Publications SARL, Bagneux, France

[43]

Kamada T, Li VC. The effects of surface preparation on the fracture behavior of ECC/concrete repair system.. Cem Concr Compos, 2000, 22(6): 423-431.

[44]

Kawashima K, Zafra RG, Sasaki T, Kajiwara K, Nakayama M, Unjoh S, Sakai J, Kosa K, Takahashi Y, Yabe M. Seismic performance of a full-size Polypropylene fiber-reinforced cement composite bridge column based on E-Defense shake table experiments. J Eart Eng, 2012, 16(4): 463-495.

[45]

Kendall A, Keoleian GA, Helfand GE. Integrated life-cycle assessment and life-cycle cost analysis model for concrete bridge deck applications. J Infrastruct. Syst, 2008, 14(3): 214-222.

[46]

Kendall A, Keoleian GA, Lepech MD. Materials design for sustainability through life cycle modeling of engineered cementitious composites. Mater Struct, 2008, 41(6): 1117-1131.

[47]

Keoleian GA, Kendall A, Dettling JE, Smith VM, Chandler RF, Lepech MD, Li VC. Life cycle modeling of concrete bridge design: comparison of engineered cementitious composite link slabs and conventional steel expansion joints. J Infrastruct. Syst, 2005, 11(1): 51-60.

[48]

Kim S, Woo SY, Oh T, Lee SW, Chun B, Bae S, Yoo D-Y. Enhancement of tensile performance and cracking behavior of ultra-high-performance alkali-activated concrete using engineered steel fibers. Construct Building Mater, 2026, 506: 145013.

[49]

KR (2010) Tension tests and structural applications of strain-hardening fiber-reinforced cementitious composites. In [C]. 7th International Conference on Fracture Mechanics of Concrete and Concrete Structures, Korea Concrete Institute

[50]

Kunieda M, Rokugo K. Recent progress on HPFRCC in Japan required performance and applications. ACT, 2006, 4(1): 19-33.

[51]

Lee J, Park JW, Kim SH, Lim YM. Fatigue and tensile performance of bridge link slab using multilayered 3D textile reinforced cementitious composite (3D-TRCC). Structures, 2025, 73: 108394.

[52]

Lei S, Wu F, Liu S, Liu L, Lin W. Behavior of steel-ECC composite bridges under post-fire conditions. J Educ Chang Constructional Steel Res, 2023, 203: 107850.

[53]

Lepech MD, Li VC. Application of ECC for bridge deck link slabs. Mater Struct, 2009, 42(9): 1185-1195.

[54]

Lepech MD, Li VC. Sustainable Pavement overlays using engineered cementitious composites.. Int J Pavement Res Technol, 2010, 3: 241-250

[55]

Li V (1992) From micromechanics to structural Engineering - the design of cementitious composites for Civil Engineering applications. [J]. 10

[56]

Li V (2011) Engineered cementitious composites (ECC) - material, structural, and durability performance. J

[57]

Li MKim YJ. 7 - engineered cementitious composites for bridge decks. [C]. Advanced composites in bridge construction and repair, 2014, Woodhead: Publishing, 177-209.

[58]

Li VCEngineered cementitious composites (ECC): bendable concrete for sustainable and resilient infrastructure, 2019Springer

[59]

Li VC, Leung CKY. Steady-State and multiple cracking of short random fiber composites. J Eng Mech1992, 118(11): 2246-2264.

[60]

Li M, Li VC. Behavior of ECC/Concrete Layered Repair System Under Drying Shrinkage Conditions / Das Verhalten eines geschichteten Instandsetzungssystems aus ECC und Beton unter der Einwirkung von Trocknungsschwinden. [J] Restor Build Monuments2006, 12(2): 143-160.

[61]

Li J, Hu Y, Yang D, Feng T, Liang Y, Tao C. Feasibility study of using engineered cementitious composite and high-strength bars in rigid bridge piers based on seismic vulnerability analysis. Shock Vibr, 2020, 2020: 1-11.

[62]

Li Q, Chen K, Zhang R, Li X, Zhang W. Effect of volume tie ratio in the engineered cementitious composites plastic hinges on the seismic performance of RC composite bridge columns. Materials, 2021, 14(19): 5739.

[63]

Li F, Liu G, Liu M, Yang Z, Chen Z, Wen T, Guo J, Shao J (2023) Investigations on influences of engineered cementitious composites (ECC) on pull-out properties of studs in steel-concrete composite bridge. Case Stud Construct Mater 18:e02131. https://doi.org/10.1016/j.cscm.2023.e02131

[64]

Li J, Li VC, Zhang D. Breaking strength-ductility trade-off dilemma for engineered cementitious composites (ECC) through filler effect. Cem Concr Compos, 2025, 164: 106248.

[65]

Liang Y, Zhao ZJ, Li P, Tao C, Huai C. Time-varying seismic fragility analysis of durability damage of high-tensile reinforcement ECC bridge pier.. Earthq Eng Eng Vib, 2023, 22(2):513-525.

[66]

Liao Q, Xie X, Yu J, Ye J, Li Z. A theoretical model for the anti-fatigue design of steel reinforced ECC composite system under flexure. Composite Struct, 2020, 244: 112293.

[67]

Liao Q, Su YR, Yu KQ, Yu JT. An innovative strategy for improving ductility of seawater sea-sand engineered cementitious composites beam reinforced with GFRP bar. J Retailing Building Eng, 2024, 98: 111063.

[68]

Lin Z, Li VC. Crack bridging in fiber reinforced cementitious composites with slip-hardening interfaces. J Mech Phys Solids, 1997, 45(5): 763-787.

[69]

Liu YFatigue failure mechanism of steel-high performance concrete composite bridge deck with large-size U-ribs (in Chinese), 2019Southwest Jiaotong University

[70]

Liu Y, Zhang Q, Bao Y, Bu Y. Fatigue behavior of orthotropic composite deck integrating steel and engineered cementitious composite. Eng Struct2020, 220: 111017.

[71]

Liu Z, Wei L, Qu Y, Wang J, Hu S, Song Y, Deng D, Wang C, Feng Z, Wang Z, Zhang Z. An intelligent optimization and comprehensive performance decision-making method for ECC mix proportion based on machine learning. Cem Concr Compos, 2026, 169: 106532.

[72]

Ma H, Zhang Z, Ding B, Tu X. Investigation on the adhesive characteristics of engineered cementitious composites (ECC) to steel bridge deck.. Construct Building Mater, 2018, 191: 679-691.

[73]

Ma H, Yi C, Wu C. Review and outlook on durability of engineered cementitious composite (ECC).. Construct Building Mater, 2021, 287: 122719.

[74]

Ministry of Housing and Urban-Rural Development of the People’s Republic of China (2024) Code for design of concrete structures (in Chinese). China Architecture & Building Press, Beijing. [Standard. GB/T 50010-2010

[75]

Ministry of Transport of the People’s Republic of China (2018) Specifications for design of highway reinforced concrete and prestressed concrete bridges and culverts (in Chinese). Beijing, China. [Standard Communications Press Co., Ltd. JTG 3362-2018

[76]

Ma S, Chen S, Ma W, Ma C. Study on seismic behavior and damage models of BFRC and RC/ECC piers. Mater Struct, 2025, 58(5): 1-20.

[77]

Mitamura H, Noboru S, Keiji A (2005) Application of a Strengthening method using high Toughness fiber-reinforced cementitious composite (ECC) to steel decks - construction at Mihara bridge (special feature: evolving Materials and the future). (in Jpn) [C]

[78]

Muzenski S, Flores-Vivian I, Sobolev K. Hydrophobic engineered cementitious composites for highway applications. Cem Concr Compos, 2015, 57: 68-74.

[79]

Nguyendinh N, Nguyen T, Yang E-H, Lechner B (2016) Life cycle cost assessment of engineered cementitious composite (ECC) precast Pavement in Singapore. M

[80]

Ozyildirim C, Moruza G. High-performance grouting Materials in shear keys between box beams.. Transp Res Rec: J The Transp Res Board, 2016, 2577(1): 35-42.

[81]

Ozyildirim HC, Sharifi M (2025) Fiber-reinforced concrete overlays for bridge structures. Report]. Virginia Transportation Research Council (VTRC)

[82]

Park P, Jones R, Castillo L, Vallangca M, Cantu F (2020) Engineered cementitious composites (ECC) for applications in Texas.

[83]

Qian S, Li VC, Zhang H, Keoleian GA (2008) Durable and sustainable overlay with ECC. In [C]. 9th International Conference on Concrete Pavements: The Golden Gate to Tomorrow’s Concrete Pavements

[84]

Qian SZ, Lepech MD, Kim YY, Li VC. Introduction of transition zone design for bridge deck link slabs using ductile concrete. ACI Struct J, 2009, 106(1): 96-105

[85]

Qian SZ, Li VC, Zhang H, Keoleian GA. Life cycle analysis of pavement overlays made with engineered cementitious composites. Cem Concr Compos, 2013, 35(1): 78-88.

[86]

Qian H, Ye Y, Yan C, Jin G, Li C, Shi Y. Experimental study on the seismic performance of self-centering bridge piers incorporating ECC and superelastic SMA bars in the plastic hinge regions. [J] Struct, 2022, 46: 1955-1967.

[87]

Ranade R, Zhang J, Lynch JP, Li VC. Influence of micro-cracking on the composite resistivity of engineered cementitious composites. Cem Concr Res, 2014, 58: 1-12.

[88]

Ranade R, Fakhri H, Ragalwar KA (2016) Feasibility of Utilizing engineered cementitious composite cover to mitigate rebar corrosion in reinforced concrete bridge piers. In [C]. BEFIB, 2016 - 9th RILEM International Symposium on Fiber Reinforced Concrete, Vancouver, Canada

[89]

Rodriguez CAM, Núñez WP, Ceratti JAP, Brito LA, Graeff ÂG, da Silva Filho LCPEvaluating the Feasibility of using an engineered cementitious composite in the rehabilitation of Pavements by means of APT and laboratory tests, 2020, Cham: Accelerated Pavement Testing to Transport Infrastructure InnovationSpringer International Publishing

[90]

Şahmaran M, Li VC. Durability properties of micro-cracked ECC containing high volumes fly ash. Cem Concr Res2009, 39(11): 1033-1043.

[91]

Şahmaran M, Li VC. Engineered cementitious composites: can composites Be Accepted as crack-free concrete?. Transp Res Rec: J The Transp Res Board, 2010, 2164(1): 1-8.

[92]

Sahmaran M, Li M, Li V (2011) Transport properties of engineered cementitious composites under chloride exposure. ACI Mater J 104.

[93]

Sharifi M, Ozyildirim C, Kassner BL (2025) Laboratory Investigation of concretes for Partial-depth link slabs.

[94]

Shoji D, Ogwezi B, Li VC. Bendable concrete in construction: material selection case studies. Construct Building Mater, 2022, 349: 128710.

[95]

Sobolev K, Tabatabai H, Zhao J, Flores I, Muzenski S, Oliva MG, Rauf R (2013) Superhydrophobic engineered cementitious composites for highway applications: phase II.

[96]

Sobolev K, Tabatabai H, Zhao J, Flores I, Muzenski S, Oliva MG, Rose J (2013) Superhydrophobic engineered cementitious composites for highway bridge applications: technology transfer and implementation.

[97]

Sobolev K, Tabatabai H, Zhao J, Oliva MG, Flores I, Rivero R, Muzenski S, Rauf R (2013) Superhydrophobic engineered cementitious composites for highway applications: phase I.

[98]

Tao J, Zhang D (2026) Regulating interface crack path between engineered cementitious composites (ECC) and solid substrate. Constr Build Mater 531:146654.

[99]

Thorkildsen ETCase study: eliminating bridge joints with link slabs - an Overview of State practices, 2020J

[100]

Tong J-Z, Chen Y-L, Li Q-H, Xu S-L, Chen T-Q, Gao W. Experimental and numerical study of transversal flexural behavior on steel ultrahigh-Toughness cementitious composite bridge decks. J Bridge Eng2023, 28(7): 04023044.

[101]

Uchida Y, Fischer G, Hishiki Y, Niwa J, Rokugo K (2008) Review of Japanese recommendations on design and construction of different classes of fiber reinforced concrete and application examples. In [C]. 8th International Symposium on Utilization of High-Strength and High-Performance Concrete

[102]

Wan F, Zhu Z, Wang W, Tan G, Yang R, Zhang Z. Preliminary exploration of economic Polypropylene-fiber-reinforced ECC with superfine River sand (SSPP-ECC) applied to a bridge Pavement leveling overlay. [J] Mater, 2022, 15(7):2474.

[103]

Wang G-Z, Tong J-Z, Li Q-H, Xu S-L, Dai J-B. Flexural performance and design of steel-UHTCC composite bridge decks with different composite degrees under hogging moments. J Struct Eng, 2023, 149(4):04023023.

[104]

Wang H, He X, Zhou M, Wei B, Tang Z. Axial tensile fracture performance of PP-FRC considering interface transition zone modification based on mesoscale model: experimental and numerical investigations. Construct Building Mater, 2025, 502: 144369.

[105]

Wang Y, Chen M, Zhang T, Zhang M. Influence of limestone calcined clay on the mechanical behaviour of 3D printed engineered cementitious composites. Cem Concr Compos, 2026, 166: 106366.

[106]

Wei Y, Gao X, Zhang Q. Evaluating performance of concrete pavement joint repair using different materials to reduce reflective cracking in asphalt concrete overlay. Road Mater Pavement Des, 2014, 15(4):966-976.

[107]

Wijesooriya K, Zhu S, Rawat S, Lee C-K, Mohotti D (2024) Engineered cementitious composite beams in impact damage mitigation for bridge piers. In [C]. Proceedings of the 14th International Conference on Sustainable Built Environment, Springer Nature Singapore, Singapore

[108]

Xu Y, Jia Y, Tong Z, Shivahari S. Cyclic loading test for concrete bridge columns integrated with ECC segment at the plastic zone. Eng Struct, 2021, 246: 112985.

[109]

Yin L, Liu S, Yan C, Zhang J, Wang X. Shear load-displacement curves of PVA fiber-reinforced engineered cementitious composite expansion joints in steel bridges. Appl Sci, 2019, 9(24): 5275.

[110]

Yücel HE, Şahmaran M. An alternative to conventional concrete overlay material: engineered cementitious composites (ECC). Urban Transp, 2013, XIX. [Conference Paper: 771-782

[111]

Zhang J, Li VC. Monotonic and fatigue performance in bending of fiber-reinforced engineered cementitious composite in overlay system.. Cem Concr Res, 2002, 32(3): 415-423.

[112]

Zhang J, Li VC, Nowak AS, Wang S. Introducing ductile strip for durability Enhancement of concrete slabs. J Mater Civ Eng, 2002, 14(3): 253-261.

[113]

Zhang R, Matsumoto K, Hirata T, Ishizeki Y, Niwa J. Application of PP-ECC in beam–column joint connections of rigid-framed railway bridges to reduce transverse reinforcements. Eng Struct, 2015, 86: 146-156.

[114]

Zhang Z, Hu J, Ma H. Feasibility study of ECC with self-healing capacity applied on the long-span steel bridge deck overlay. Int J Pavement Eng, 2019, 20(8): 884-893.

[115]

Zhang D, Yu J, Wu H, Jaworska B, Ellis BR, Li VC. Discontinuous micro-fibers as intrinsic reinforcement for ductile engineered cementitious composites (ECC). Compos Part B, 2020, 184: 107741.

[116]

Zhang L, Zheng Y, Yu Y, Hu S, Wu Z, Di B, Guo Y, Li M. Structural performance evaluation of ECC link slabs reinforced with FRP bars for jointless bridge decks. Construct Building Mater, 2021, 304: 124462.

[117]

Zhang N, Gu Q, Dong Y, Qian J, Zheng Y. Seismic performance of bridges with ECC-reinforced piers. Soil Dyn Earthquake Eng, 2021, 146: 106753.

[118]

Zhang R, Zhao R, Liu Z, Chen K, Hu P, Liu Z. Cyclic behavior of existing flexure-dominated RC bridge columns retrofitted by ECC jackets in the region of plastic hinge. Eng Struct, 2022, 269: 114820.

[119]

Zhang R, Gu X, Liu Z, Chen K, Zhao R. Cyclic behavior of existing RC bridge piers strengthened by exterior ECC and BFRP/ECC composite jacketing at pier base. [J] Struct, 2024, 62: 106326.

[120]

Zhao Y, Jiang J, Ni F, Zhou L. Fatigue cracking resistance of engineered cementitious composites (ECC) under Working condition of orthotropic steel bridge decks Pavement. Appl Sci, 2019, 9(17): 3577.

[121]

Zhong J, Shen J, Wang W, Shi J, Yang X, Zhou G. Working State of ECC link slabs used in continuous bridge decks. Appl Sci, 2019, 9(21):4667.

[122]

Zhou C, Wang W, Zheng Y, Cheng Y, Wu Z. Response and shear mechanism of RC bridge piers confined with CFRP grid-reinforced ECC subjected to truck collision. Eng Fail Anal, 2023, 143: 106882.

[123]

Zhou C, Xie Y, Wang W, Zheng Y. Performance-based design for improving impact resistance of RC bridge piers with CFRP grid-reinforced ECC.. Eng Struct, 2023, 275: 115217.

[124]

Zhou Y, Wang X, Hu B, Sui L, Yuan F. Seismic retrofit of Nonuniformly Corroded Coastal bridge piers with FRP and engineered cementitious composite overlays. J Compos Constr, 2023, 27(1):04022088.

[125]

Zhu H, Zhang D, Wang T, McBain M, Li VC. Intrinsic self-stressing and low carbon engineered cementitious composites (ECC) for improved sustainability. Cem Concr Res, 2021, 149: 106580.

[126]

Zhu S, Zhang YX, Lee CK. Polyethylene-steel fibre engineered cementitious composites for bridge link slab application. [J] Struct, 2021, 32: 1763-1776.

[127]

Zhu H, Hu W-H, Mehthel M, Villette T, Vidal OS, Nasser WN, Li VC. Engineered cementitious composites (ECC) with a high volume of volcanic ash: rheological, mechanical, and micro performance. Cem Concr Compos, 2023, 139: 105051.

[128]

Zhu S, Zhang YX, Lee CK. An experimental study on hybrid fibre reinforced engineered cementitious composite link slabs under static and fatigue loadings. Eng Struct, 2024, 300: 117254.

Rights & permissions

The Author(s)

PDF

0

Accesses

0

Citation

Detail

Sections
Recommended

/

〈 〉