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    Sustainability assessment of concrete bridge deck designs in coastal environments using neutrosophic criteria weights

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    "This is an Accepted Manuscript of an article published by Taylor & Francis in Structure and Infrastructure Engineering on 02/07/2020, available online: https://doi.org/10.1080/15732479.2019.1676791."[EN] Essential infrastructures such as bridges are designed to provide a long-lasting and intergenerational functionality. In those cases, sustainability becomes of paramount importance when the infrastructure is exposed to aggressive environments, which can jeopardise their durability and lead to significant maintenance demands. The assessment of sustainability is however often complex and uncertain. The present study assesses the sustainability performance of 16 alternative designs of a concrete bridge deck in a coastal environment on the basis of a neutrosophic group analytic hierarchy process (AHP). The use of neutrosophic logic in the field of multi-criteria decision-making, as a generalisation of the widely used fuzzy logic, allows for a proper capture of the vagueness and uncertainties of the judgements emitted by the decision-makers. TOPSIS technique is then used to aggregate the different sustainability criteria. From the results, it is derived that only the simultaneous consideration of the economic, environmental and social life cycle impacts of a design shall lead to adequate sustainable designs. Choices made based on the optimality of a design in only some of the sustainability pillars will lead to erroneous conclusions. The use of concrete with silica fume has resulted in a sustainability performance of 46.3% better than conventional concrete designs.The authors acknowledge the financial support of the Spanish Ministry of Economy and Competitiveness, along with FEDER funding (Project: BIA2017-85098-R).Navarro, I.; Yepes, V.; MartĂ­, J. (2020). 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    A Review of Multicriteria Assessment Techniques Applied to Sustainable Infrastructure Design

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    [EN] Given the great impacts associated with the construction and maintenance of infrastructures in both the environmental, the economic and the social dimensions, a sustainable approach to their design appears essential to ease the fulfilment of the Sustainable Development Goals set by the United Nations. Multicriteria decision-making methods are usually applied to address the complex and often conflicting criteria that characterise sustainability. The present study aims to review the current state of the art regarding the application of such techniques in the sustainability assessment of infrastructures, analysing as well the sustainability impacts and criteria included in the assessments. The Analytic Hierarchy Process is the most frequently used weighting technique. Simple Additive Weighting has turned out to be the most applied decision-making method to assess the weighted criteria. Although a life cycle assessment approach is recurrently used to evaluate sustainability, standardised concepts, such as cost discounting, or presentation of the assumed functional unit or system boundaries, as required by ISO 14040, are still only marginally used. Additionally, a need for further research in the inclusion of fuzziness in the handling of linguistic variables is identified.The authors acknowledge the financial support of the Spanish Ministry of Economy and Competitiveness, along with FEDER funding (Project no. BIA2017-85098-R).Navarro, IJ.; Yepes, V.; MartĂ­, JV. (2019). A Review of Multicriteria Assessment Techniques Applied to Sustainable Infrastructure Design. Advances in Civil Engineering. 2019(6134803):1-16. https://doi.org/10.1155/2019/6134803S11620196134803Kyriacou, A. P., Muinelo-Gallo, L., & Roca-SagalĂ©s, O. (2019). The efficiency of transport infrastructure investment and the role of government quality: An empirical analysis. 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    Proposal of Sustainability Indicators for the Design of Small-Span Bridges

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    [EN] The application of techniques to analyze sustainability in the life cycle of small-span bridge superstructures is presented in this work. The objective was to obtain environmental and economic indicators for integration into the decision-making process to minimize the environmental impact, reduce resource consumption and minimize life cycle costs. Twenty-seven configurations of small-span bridges (6 to 20 m) of the following types were analyzed: steelÂżconcrete composite bridges, cast in situ reinforced concrete bridges, precast bridges and prestressed concrete bridges, comprising a total of 405 structures. Environmental impacts and costs were quantified via life cycle environmental assessment and life cycle cost analysis following the boundaries of systems from the extraction of materials to the end of bridge life ("from cradle to grave"). In general, the results indicated that the environmental performance of the bridges was significantly linked to the material selection and bridge configuration. In addition, the study enabled the identification of the products and processes with the greatest impact in order to subsidize the design of more sustainable structures and government policies.This research was funded by the Brazilian government in the form of CAPES and CNPq grants, as well as the Spanish Ministry of Economy and Competitiveness, along with FEDER funding (Project: BIA2017-85098-R).Milani, CJ.; Yepes, V.; Kripka, M. (2020). Proposal of Sustainability Indicators for the Design of Small-Span Bridges. International Journal of Environmental research and Public Health. 17(12):1-23. https://doi.org/10.3390/ijerph17124488S1231712Bridges: Structures and Materials, Ancient and Modernhttps://www.intechopen.com/online-first/bridges-structures-and-materials-ancient-and-modernDu, G., Safi, M., Pettersson, L., & Karoumi, R. (2014). Life cycle assessment as a decision support tool for bridge procurement: environmental impact comparison among five bridge designs. The International Journal of Life Cycle Assessment, 19(12), 1948-1964. doi:10.1007/s11367-014-0797-zLong, A. E., Basheer, P. A. M., Taylor, S. E., Rankin, B. G. I., & Kirkpatrick, J. (2008). Sustainable bridge construction through innovative advances. Proceedings of the Institution of Civil Engineers - Bridge Engineering, 161(4), 183-188. doi:10.1680/bren.2008.161.4.183Pƙikryl, R., Török, Á., Theodoridou, M., Gomez-Heras, M., & Miskovsky, K. (2016). Geomaterials in construction and their sustainability: understanding their role in modern society. Geological Society, London, Special Publications, 416(1), 1-22. doi:10.1144/sp416.21Zhang, Y.-R., Wu, W.-J., & Wang, Y.-F. (2016). Bridge life cycle assessment with data uncertainty. The International Journal of Life Cycle Assessment, 21(4), 569-576. doi:10.1007/s11367-016-1035-7Itoh, Y., Hirano, T., Nagata, H., Hammad, A., Nishido, T., & Kashima, A. (1996). STUDY ON BRIDGE TYPE SELECTION SYSTEM CONSIDERING ENVIRONMENTAL IMPACT. Doboku Gakkai Ronbunshu, 1996(553), 187-199. doi:10.2208/jscej.1996.553_187PenadĂ©s-PlĂ , V., GarcĂ­a-Segura, T., MartĂ­, J., & Yepes, V. (2016). A Review of Multi-Criteria Decision-Making Methods Applied to the Sustainable Bridge Design. Sustainability, 8(12), 1295. doi:10.3390/su8121295Milani, C. J., & Kripka, M. (2019). Evaluation of short span bridge projects with a focus on sustainability. Structure and Infrastructure Engineering, 16(2), 367-380. doi:10.1080/15732479.2019.1662815PenadĂ©s-PlĂ , V., Yepes, V., & GarcĂ­a-Segura, T. (2020). Robust decision-making design for sustainable pedestrian concrete bridges. Engineering Structures, 209, 109968. doi:10.1016/j.engstruct.2019.109968Zastrow, P., Molina-Moreno, F., GarcĂ­a-Segura, T., MartĂ­, J. V., & Yepes, V. (2017). Life cycle assessment of cost-optimized buttress earth-retaining walls: A parametric study. Journal of Cleaner Production, 140, 1037-1048. doi:10.1016/j.jclepro.2016.10.085Fauzi, R. T., Lavoie, P., Sorelli, L., Heidari, M. D., & Amor, B. (2019). Exploring the Current Challenges and Opportunities of Life Cycle Sustainability Assessment. Sustainability, 11(3), 636. doi:10.3390/su11030636Swarr, T. E., Hunkeler, D., Klöpffer, W., Pesonen, H.-L., Ciroth, A., Brent, A. C., & Pagan, R. (2011). Environmental life-cycle costing: a code of practice. The International Journal of Life Cycle Assessment, 16(5), 389-391. doi:10.1007/s11367-011-0287-5Veganzones Muñoz, J. J., Pettersson, L., Sundquist, H., & Karoumi, R. (2016). Life-cycle cost analysis as a tool in the developing process for new bridge edge beam solutions. Structure and Infrastructure Engineering, 12(9), 1185-1201. doi:10.1080/15732479.2015.1095770Carbonell, A., GonzĂĄlez-Vidosa, F., & Yepes, V. (2011). Design of reinforced concrete road vaults by heuristic optimization. Advances in Engineering Software, 42(4), 151-159. doi:10.1016/j.advengsoft.2011.01.002GarcĂ­a-Segura, T., Yepes, V., & Frangopol, D. M. (2017). Multi-objective design of post-tensioned concrete road bridges using artificial neural networks. Structural and Multidisciplinary Optimization, 56(1), 139-150. doi:10.1007/s00158-017-1653-0PenadĂ©s-PlĂ , V., GarcĂ­a-Segura, T., & Yepes, V. (2020). Robust Design Optimization for Low-Cost Concrete Box-Girder Bridge. Mathematics, 8(3), 398. doi:10.3390/math8030398Sierra, L. A., Yepes, V., GarcĂ­a-Segura, T., & Pellicer, E. (2018). Bayesian network method for decision-making about the social sustainability of infrastructure projects. Journal of Cleaner Production, 176, 521-534. doi:10.1016/j.jclepro.2017.12.140Navarro, I. J., Yepes, V., & MartĂ­, J. V. (2018). Social life cycle assessment of concrete bridge decks exposed to aggressive environments. Environmental Impact Assessment Review, 72, 50-63. doi:10.1016/j.eiar.2018.05.003Molina-Moreno, F., MartĂ­, J. V., & Yepes, V. (2017). Carbon embodied optimization for buttressed earth-retaining walls: Implications for low-carbon conceptual designs. Journal of Cleaner Production, 164, 872-884. doi:10.1016/j.jclepro.2017.06.246Yepes, V., MartĂ­, J. V., & GarcĂ­a, J. (2020). Black Hole Algorithm for Sustainable Design of Counterfort Retaining Walls. Sustainability, 12(7), 2767. doi:10.3390/su12072767Bansal, S., Singh, A., & Singh, S. K. (2017). Sustainability evaluation of two iconic bridge corridors under construction using Fuzzy Vikor technique: A case study. Revista ALCONPAT, 7(1), 1-14. doi:10.21041/ra.v7i1.171ReCiPe is the Most Recent and Harmonized Indicator Approach Available in Life Cycle Impact Assessmenthttps://www.pre-sustainability.com/recipeSimaPro Database Manual Methods Libraryhttps://www.pre-sustainability.com/download/DatabaseManualMethods.pdfJolliet, O., Margni, M., Charles, R., Humbert, S., Payet, J., Rebitzer, G., & Rosenbaum, R. (2003). IMPACT 2002+: A new life cycle impact assessment methodology. The International Journal of Life Cycle Assessment, 8(6). doi:10.1007/bf02978505Siche, J. R., Agostinho, F., Ortega, E., & Romeiro, A. (2008). Sustainability of nations by indices: Comparative study between environmental sustainability index, ecological footprint and the emergy performance indices. Ecological Economics, 66(4), 628-637. doi:10.1016/j.ecolecon.2007.10.023Waas, T., HugĂ©, J., Verbruggen, A., & Wright, T. (2011). Sustainable Development: A Bird’s Eye View. 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 Zinke, T. (2011). Ganzheitliche Bewertung von Stahl- und VerbundbrĂŒcken nach Kriterien der Nachhaltigkeit. Stahlbau, 80(10), 703-710. doi:10.1002/stab.201101474Life Cycle Initiative. What is Life Cycle Thinking?http://www.lifecycleinitiative.org/starting-life-cycle-thinking/what-is-life-cycle-thinking/PenadĂ©s-PlĂ , V., MartĂ­nez-Muñoz, D., GarcĂ­a-Segura, T., Navarro, I. J., & Yepes, V. (2020). Environmental and Social Impact Assessment of Optimized Post-Tensioned Concrete Road Bridges. Sustainability, 12(10), 4265. doi:10.3390/su12104265Obras de Arte Mistas—AnĂĄLise HolĂ­stica Aplicada a Casos Europeus. 7° Congresso RodoviĂĄrio PortuguĂȘs-Novos Desafios Para a Atividade RodoviĂĄriahttp://www.crp.pt/docs/A45S117-7CRP_prog_net.pdfHammervold, J., Reenaas, M., & BrattebĂž, H. (2013). Environmental Life Cycle Assessment of Bridges. Journal of Bridge Engineering, 18(2), 153-161. doi:10.1061/(asce)be.1943-5592.0000328Nielsen, D., Raman, D., & Chattopadhyay, G. (2013). Life cycle management for railway bridge assets. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 227(5), 570-581. doi:10.1177/0954409713501297GarcĂ­a-Segura, T., Yepes, V., Frangopol, D. M., & Yang, D. Y. (2017). Lifetime reliability-based optimization of post-tensioned box-girder bridges. Engineering Structures, 145, 381-391. doi:10.1016/j.engstruct.2017.05.013Navarro, I. J., MartĂ­, J. V., & Yepes, V. (2019). Reliability-based maintenance optimization of corrosion preventive designs under a life cycle perspective. Environmental Impact Assessment Review, 74, 23-34. doi:10.1016/j.eiar.2018.10.001Kuhlmann, U., Maier, P., Zinke, T., Ummenhofer, T., Pfaffinger, M., Mensinger, M., 
 Friedrich, H. (2014). Nachhaltigkeitsanalysen von StahlverbundbrĂŒcken. Stahlbau, 83(7), 476-486. doi:10.1002/stab.201410179Pang, B., Yang, P., Wang, Y., Kendall, A., Xie, H., & Zhang, Y. (2015). Life cycle environmental impact assessment of a bridge with different strengthening schemes. The International Journal of Life Cycle Assessment, 20(9), 1300-1311. doi:10.1007/s11367-015-0936-1Sabatino, S., Frangopol, D. M., & Dong, Y. (2015). Sustainability-informed maintenance optimization of highway bridges considering multi-attribute utility and risk attitude. Engineering Structures, 102, 310-321. doi:10.1016/j.engstruct.2015.07.030Almeida, J. O., Teixeira, P. F., & Delgado, R. M. (2013). Life cycle cost optimisation in highway concrete bridges management. Structure and Infrastructure Engineering, 11(10), 1263-1276. doi:10.1080/15732479.2013.845578Fifer Bizjak, K., & Lenart, S. (2018). Life cycle assessment of a geosynthetic-reinforced soil bridge system – A case study. Geotextiles and Geomembranes, 46(5), 543-558. doi:10.1016/j.geotexmem.2018.04.012Huijbregts, M. A. J., Steinmann, Z. J. N., Elshout, P. M. F., Stam, G., Verones, F., Vieira, M., 
 van Zelm, R. (2016). ReCiPe2016: a harmonised life cycle impact assessment method at midpoint and endpoint level. The International Journal of Life Cycle Assessment, 22(2), 138-147. doi:10.1007/s11367-016-1246-yKripka, M., Yepes, V., & Milani, C. (2019). Selection of Sustainable Short-Span Bridge Design in Brazil. Sustainability, 11(5), 1307. doi:10.3390/su11051307Padgett, J. E., & Tapia, C. (2013). Sustainability of Natural Hazard Risk Mitigation: Life Cycle Analysis of Environmental Indicators for Bridge Infrastructure. Journal of Infrastructure Systems, 19(4), 395-408. doi:10.1061/(asce)is.1943-555x.0000138Arya, C., Amiri, A., & Vassie, P. (2015). A new method for evaluating the sustainability of bridges. Proceedings of the Institution of Civil Engineers - Structures and Buildings, 168(6), 441-453. doi:10.1680/stbu.14.0006

    Continuous maintenance and the future – Foundations and technological challenges

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    High value and long life products require continuous maintenance throughout their life cycle to achieve required performance with optimum through-life cost. This paper presents foundations and technologies required to offer the maintenance service. Component and system level degradation science, assessment and modelling along with life cycle ‘big data’ analytics are the two most important knowledge and skill base required for the continuous maintenance. Advanced computing and visualisation technologies will improve efficiency of the maintenance and reduce through-life cost of the product. Future of continuous maintenance within the Industry 4.0 context also identifies the role of IoT, standards and cyber security

    The potential of additive manufacturing in the smart factory industrial 4.0: A review

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    Additive manufacturing (AM) or three-dimensional (3D) printing has introduced a novel production method in design, manufacturing, and distribution to end-users. This technology has provided great freedom in design for creating complex components, highly customizable products, and efficient waste minimization. The last industrial revolution, namely industry 4.0, employs the integration of smart manufacturing systems and developed information technologies. Accordingly, AM plays a principal role in industry 4.0 thanks to numerous benefits, such as time and material saving, rapid prototyping, high efficiency, and decentralized production methods. This review paper is to organize a comprehensive study on AM technology and present the latest achievements and industrial applications. Besides that, this paper investigates the sustainability dimensions of the AM process and the added values in economic, social, and environment sections. Finally, the paper concludes by pointing out the future trend of AM in technology, applications, and materials aspects that have the potential to come up with new ideas for the future of AM explorations

    An Ontology for Product-Service Systems

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    Industries are transforming their business strategy from a product-centric to a more service-centric nature by bundling products and services into integrated solutions to enhance the relationship between their customers. Since Product- Service Systems design research is currently at a rudimentary stage, the development of a robust ontology for this area would be helpful. The advantages of a standardized ontology are that it could help researchers and practitioners to communicate their views without ambiguity and thus encourage the conception and implementation of useful methods and tools. In this paper, an initial structure of a PSS ontology from the design perspective is proposed and evaluated

    Operational strategies for offshore wind turbines to mitigate failure rate uncertainty on operational costs and revenue

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    Several operational strategies for offshore wind farms have been established and explored in order to improve understanding of operational costs with a focus on heavy lift vessel strategies. Additionally, an investigation into the uncertainty surrounding failure behaviour has been performed identifying the robustness of different strategies. Four operational strategies were considered: fix on fail, batch repair, annual charter and purchase. A range of failure rates have been explored identifying the key cost drivers and under which circumstances an operator would choose to adopt them. When failures are low, the fix on fail and batch strategies perform best and allow flexibility of operating strategy. When failures are high, purchase becomes optimal and is least sensitive to increasing failure rate. Late life failure distributions based on mechanical and electrical components behaviour have been explored. Increased operating costs because of wear-out failures have been quantified. An increase in minor failures principally increase lost revenue costs and can be mitigated by deploying increased maintenance resources. An increase in larger failures primarily increases vessel and repair costs. Adopting a purchase strategy can negate the vessel cost increase; however, significant cost increases are still observed. Maintenance actions requiring the use of heavy lift vessels, currently drive train components and blades are identified as critical for proactive maintenance to minimise overall maintenance costs

    Arrangements and Cost of Providing Support to Rural Water Service Providers

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    This paper is about the costs of providing direct and indirect support to rural water service provision. It provides an overview of the features such support entails, how these features can be organized, what they cost and how they can be financed. It also provides recommendations to countries for strengthening support. The paper is based on a desk review of existing literature from seven countries and an analysis of primary cost data collected by the WASHCost project in Andhra Pradesh (India), Mozambique and Ghana in 2010 and 2011. Support to service providers in the form of monitoring, technical assistance and (re)training of service providers is called direct support whereas indirect support refers to aspects such as macro-level planning and policy making. Direct support can be provided in different forms: by specialized agencies, by local government or even by an association of service providers. However, the nature, scope and frequency of such support are often not sufficiently defined. There is, therefore, still little quantitative evidence that supports the premise that direct support has a positive impact on the quality and sustainability of services
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