Construction quality control of concrete structures in architectural engineering-A case in Shanghai, China

Francis Deng , Armin Mehdipour , Ali Soltani

Urban Resilience and Sustainability ›› 2024, Vol. 2 ›› Issue (3) : 256 -271.

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Urban Resilience and Sustainability ›› 2024, Vol. 2 ›› Issue (3) :256 -271. DOI: 10.3934/urs.2024013
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Construction quality control of concrete structures in architectural engineering-A case in Shanghai, China
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Abstract

Architectural concrete provides diverse patterns, colors, and forms, offering extensive structural and aesthetic possibilities. In China, advanced techniques such as prefabricated and precast concrete structures are increasingly utilized, delivering benefits like faster construction, reduced resource use, and improved quality control. Recent studies in China have highlighted the environmental benefits and practical considerations of incorporating recycled materials and moderate- heat Portland cement into concrete, which offer promising sustainability advantages. This study, through a case analysis in China, explored the usability, durability, manufacturing costs, and economic implications of architectural concrete. It emphasizes the critical role of architectural concrete in modern structural engineering, financial planning, and design, aiming to reduce variability in strength and uniformity between concrete batches, ensure consistent material quality, and lower maintenance costs while accelerating production. Focusing on quality control in concrete construction in Heqing, Pudong, Shanghai, this research identified unique challenges and provided insights. In Shanghai’s architectural context, continuous monitoring of concrete quality is essential for structural stability and durability. This study also addressed the resilience of concrete structures in saltwater and freeze-thaw conditions, underscoring the need to consider environmental factors in quality assurance. Laboratory experiments demonstrated that composite members and deep beams of steel and concrete exhibit notable deformation and shear resistance, highlighting the importance of meticulous material selection and structural design for effective quality control.

Keywords

architectural concrete / quality control / structural stability / sustainable construction / innovative design / Shanghai

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Francis Deng, Armin Mehdipour, Ali Soltani. Construction quality control of concrete structures in architectural engineering-A case in Shanghai, China. Urban Resilience and Sustainability, 2024, 2 (3) : 256-271 DOI:10.3934/urs.2024013

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References

[1]

Mishra V, Sadhu A (2023) Towards the effect of climate change in structural loads of urban infrastructure: A review. Sustain Cities Soc 89: 104352. https://doi.org/10.1016/j.scs.2022.104352

[2]

Ghosn M, Frangopol DM, McAllister TP, et al. (2016) Reliability-based performance indicators for structural members. J Struct Eng 142: F4016002. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001546

[3]

Alexander M, Beushausen H (2019) Durability, service life prediction, and modelling for reinforced concrete structures-review and critique. Cem Concr Res 122: 17-29. https://doi.org/10.1016/j.cemconres.2019.04.018

[4]

Li Z, Zhou X, Ma H, et al. (2022) Advanced Concrete Technology , Hoboken: John Wiley & Sons.

[5]

Deng F, Hong Z (2013) Focus on sustainable bearing structures. Appl Mech Mater 405: 1182-1186. https://doi.org/10.4028/www.scientific.net/AMM.405-408.1182

[6]

Zhang S, Teizer J, Lee JK, et al. (2013) Building information modeling (BIM) and safety: Automatic safety checking of construction models and schedules. Autom Constr 29: 183-195. https://doi.org/10.1016/j.autcon.2012.05.006

[7]

Chang R, Zhang N, Gu Q (2023) A review on mechanical and structural performances of precast concrete buildings. Buildings 13: 1575. https://doi.org/10.3390/buildings13071575

[8]

Spasiano D, Marotta R, Malato S, et al. (2015) Solar photocatalysis: Materials, reactors, some commercial, and pre-industrialized applications. A comprehensive approach. Appl Catal B-environ 170: 90-123. https://doi.org/10.1016/j.apcatb.2014.12.050

[9]

Al-Hasani LE, Park J, Perez G, et al. (2022) Quantifying concrete adiabatic temperature rise based on temperature-dependent isothermal calorimetry; modeling and validation. Mater Struct 55: 191. https://doi.org/10.1617/s11527-022-02023-6

[10]

Li C (2023) Economic Development of Communist China: An Appraisal of the First Five Years of Industrialization , London: Univ of California Press.

[11]

Genc O (2023) Identifying principal risk factors in Turkish construction sector according to their probability of occurrences: a relative importance index (RII) and exploratory factor analysis (EFA) approach. Int J Proj Manag 23: 979-987. https://doi.org/10.1080/15623599.2021.1946901

[12]

Kibert CJ (2016) Sustainable Construction: Green Building Design and Delivery , Hoboken: John Wiley & Sons.

[13]

Mostafaei H, Badarloo B, Chamasemani NF, et al. (2023) Investigating the effects of concrete mix design on the environmental impacts of reinforced concrete structures. Buildings 13: 1313. https://doi.org/10.3390/buildings13051313

[14]

Han B, Zhang L, Ou J (2017) Smart and Multifunctional Concrete toward Sustainable Infrastructures , Singapore: Springer.

[15]

Yuan X, Moreu F, Hojati M (2021) Cost-effective inspection of rebar spacing and clearance using RGB-D sensors. Sustainability 13: 12509. https://doi.org/10.3390/su132212509

[16]

Yang Z, Tang M, Ji X, et al. (2018) Real-time strength prediction of different types of concrete based on BP neural network. NeuroQuantology 16: 650-656. https://doi.org/10.14704/nq.2018.16.6.1590

[17]

Gjørv OE (2011) Durability of concrete structures. Arab J Sci Eng 36: 151-172. https://doi.org/10.1007/s13369-010-0033-5

[18]

Lee HM, Lee HS, Min S, et al. (2018) Carbonation-induced corrosion initiation probability of rebars in concrete with/without finishing materials. Sustainability 10: 3814. https://doi.org/10.3390/su10103814

[19]

Chen J, Chen Y (2019) Research on corrosion detection and assessment method for hydraulic concrete structures. IOP Conf Ser: Mater Sci Eng 300: 052045. https://doi.org/10.1088/1755-1315/300/5/052045

[20]

Evstigneeva Y, Ibragimov R (2020) Construction technology of fixed formwork and quality control. IOP Conf Ser: Mater Sci Eng 890: 012131. https://doi.org/10.1088/1757-899X/890/1/012131

[21]

Belentsov YA, Egorov VV, Abu-Khasan MS, et al. (2022) Influence of the accuracy of strength control on the quality of the structures being erected. IOP Conf Ser: Mater Sci Eng 988: 052048. https://doi.org/10.1088/1755-1315/988/5/052048

[22]

Li J, Liu S, Liu A, et al. (2022) Knowledge graph construction for SOFL formal specifications. Int J Softw Eng Know 32: 605-644. https://doi.org/10.1142/S0218194022500279

[23]

Dang Q, Miao R, Liang Y (2020) COVID-19 in Shang Hai: It is worth learning from the successful experience in preventing and controlling the overseas epidemic situation. medRxiv 2020: 20100164. https://doi.org/10.1101/2020.05.13.20100164

[24]

Wang SR, Wu XG, Yang JH, et al. (2020) Mechanical behavior of lightweight concrete structures subjected to 3D coupled static-dynamic loads. Acta Mech 231: 4497-4511.

[25]

Eller B, Movahedi Rad M, Fekete I, et al. (2023) Examination of concrete canvas under quasi-realistic loading by computed tomography. Infrastructures 8: 23. https://doi.org/10.3390/infrastructures8020023

[26]

Fayed S, Madenci E, Özkiliç YO, et al. (2023) Improving bond performance of ribbed steel bars embedded in recycled aggregate concrete using steel mesh fabric confinement. Constr Build Mater 369: 130452. https://doi.org/10.1016/j.conbuildmat.2023.130452

[27]

Le TT, Austin SA, Lim S, et al. (2012) Mix design and fresh properties for high-performance printing concrete. Mater Struct 45: 1221-1232. https://doi.org/10.1617/s11527-012-9828-z

[28]

Su N, Miao B (2003) A new method for the mix design of medium strength flowing concrete with low cement content. Cem Concr Compos 25: 215-222. https://doi.org/10.1016/S0958-9465(02)00013-6

[29]

Harris F, McCaffer R, Baldwin A, et al. (2021) Modern Construction Management , Hoboken: John Wiley & Sons.

[30]

Tay YWD, Qian Y, Tan MJ (2019) Printability region for 3D concrete printing using slump and slump flow test. Compos B Eng 174: 106968. https://doi.org/10.1016/j.compositesb.2019.106968

[31]

Voss G (2024) Systems Ultra: Making Sense of Technology in a Complex World , London: Verso Books.

[32]

Kinable J, Wauters T, Berghe GV (2014) The concrete delivery problem. Comput Oper Res 48: 53-68. https://doi.org/10.1016/j.cor.2014.02.008

[33]

Kyriakides S, Corona E (2023) Mechanics of Offshore Pipelines: Volume I: Buckling and collapse , Houston: Gulf Professional Publishing.

[34]

Jahandari S, Tao Z, Chen Z, et al. (2023) Coal wastes: Handling, pollution, impacts, and utilization, In: The Coal Handbook, Elsevier, 97-163. https://doi.org/10.1016/B978-0-12-824327-5.00001-6

[35]

Sun W, Gao T, Zhao J, et al. (2023) Research on fracture behavior and reinforcement mechanism of fiber-reinforced locally layered backfill: Experiments and models. Constr Build Mater 366: 130186. https://doi.org/10.1016/j.conbuildmat.2022.130186

[36]

De Silva CW (2006) Vibration: Fundamentals and Practice , CRC press.

[37]

Scheffer C, Girdhar P (2004) Practical Machinery Vibration Analysis and Predictive Maintenance , Elsevier.

[38]

Weerapura V, Sugathadasa R, De Silva MM, et al. (2023) Feasibility of digital twins to manage the operational risks in the production of a ready-mix concrete plant. Buildings 13: 447. https://doi.org/10.3390/buildings13020447

[39]

Reyes W, Guzmán A (2011) Evaluation of the slenderness ratio in built-up cold-formed box sections. J Constr Steel Res 67: 929-935. https://doi.org/10.1016/j.jcsr.2011.02.003

[40]

Li S, Li J (2017) Condition monitoring and diagnosis of power equipment: Review and prospective. High Volt 2: 82-91. https://doi.org/10.1049/hve.2017.0026

[41]

Aguilar E, Auer I, Brunet M, et al. (2003) Guidance on metadata and homogenization. Wmo Td 1186: 1-53.

[42]

Al-Barqawi M, Aqel R, Wayne M, et al. (2021) Polymer geogrids: A review of material, design and structure relationships. Materials 14: 4745. https://doi.org/10.3390/ma14164745

[43]

Ellis EA, Springman SM (2001) Full-height piled bridge abutments constructed on soft clay. Geotechnique 51: 3-14. https://doi.org/10.1680/geot.2001.51.1.3

[44]

Liu X, Wang J, Zhou X, et al. (2024) Response of long-short supporting piles due to deep excavation in soil-rock combined strata. Int J Geomech 24: 04023276. https://doi.org/10.1061/IJGNAI.GMENG-8587

[45]

Omrany H, Soebarto V, Sharifi E, et al. (2020) Application of life cycle energy assessment in residential buildings: A critical review of recent trends. Sustainability 12: 351. https://doi.org/10.3390/su12010351

[46]

Soltani A, Sharifi E (2017) Daily variation of urban heat island effect and its correlations to urban greenery: A case study of Adelaide. Front Archit Res 6: 529-538. https://doi.org/10.1016/j.foar.2017.08.001

[47]

Soltani A, Sharifi E (2019) Understanding and analysing the urban heat island (UHI) effect in micro-scale. Int J Soc Ecol Sustain Dev (IJSESD) 10: 14-28. https://doi.org/10.4018/IJSESD.2019040102

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