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Alfredo Dias : Sustainable Innovation Pioneer Award

๐Ÿ‘จโ€๐Ÿซ Alfredo Dias ย stands as a distinguished academic and researcher in the domain of Sustainable construction . Holding a Ph.d in Delft University of Technology his professional journey exemplifies dedication and expertise. ๐Ÿ“š

๐ŸŒย Professional Profiles:

Academic Qualifications ๐Ÿ“š

Alfredo Manuel Pereira Geraldes Dias pursued his academic journey through a BSc in Civil Engineering from the University of Coimbra, Portugal, in 1997, achieving a noteworthy final grade of 17 out of 20. ๐Ÿ—๏ธ His educational path continued with an MSc in Civil Engineering (Structures) from the same university in 1999. ๐Ÿ“˜ However, the pinnacle of his academic pursuit was marked by a PhD in Mechanical Behavior of Timber-Concrete Connections attained from Delft University of Technology, The Netherlands, in 2005. ๐ŸŒ This specialized focus on exploring the mechanical intricacies of timber-concrete connections played a pivotal role in shaping his subsequent research and professional engagements within the sphere of timber and composite structures. ๐Ÿ”

Professional Engagements and Leadership Roles ๐Ÿ—๏ธ๐ŸŒ

Professional Membership

Senior member of the Portuguese Civil Engineering Association since 2004.Member of the Technical Committee CT14 “Wood” since 2006.Participation as a member of the Technical Committee CT115 “Structural Codes” since 2012.

Leadership and Coordination Responsibilities

Chairman of the National mirror committee from TC 124 since 2009.Chairman of the National mirror committee from TC 250\SC5 since 2014.Coordinator of the Working group “Innovative timber & composite elements for buildings” in COST E29 from 2004 to 2006.Coordinator of the Working group “Hybrid structures” in COST FP1402 “Basis of structural timber design – from research to standards” from 2014 to 2018.Head of the sub-group involved in preparing the new Eurocode 5 part on composite structures from 2011 to 2014.Convener of the WG2 from TC250\SC5 “Composite structures” from 2014 to 2020.Chairman of the Project Team SC5.T2 responsible for preparing the new Eurocode part on timber composites from 2015 to 2018.

Scientific Contributions ๐ŸŒ๐Ÿ“š

Published Research

Authored or co-authored 72 papers in ISI-Web of Knowledge indexed International Journals, with 66 specifically focusing on timber products and structures since 2005.Contributed to 66 papers in non-indexed journals and scientific conferences, with 60 covering topics related to timber products and structures since 2005.

Reviewer Engagement

Acted as an independent reviewer for 25 different International Journals since 2005.Served as an independent reviewer in 15 international conferences associated with timber products and structures since 2005.

Academic Supervision

Supervised or co-supervised 10 PhD theses, successfully concluding 6 and currently overseeing 4 ongoing research endeavors since 2005.

Research Project Involvement

Involved in 25 research projects, all focused on timber products and structures since 2005, taking the lead in 18 of these projects as the principal investigator.

Alfredo Dias’s citation metrics and indices from Google Scholar are as follows:

๐Ÿ“Šย Citation Metrics (Google Scholar):

  • Cited by: All โ€“ 2134, Since 2018 โ€“1466
  • h-index: All โ€“ 22, Since 2018 โ€“ 20
  • i10-index : All -48 Since 2018 -39

Summary ๐Ÿ”

Reinforced concrete corner for timber frame moment resisting joints โ€“Design and experimental assessment

๐ŸŒŸ Introduces an innovative moment-resisting joint design for timber frames. ๐Ÿชต Uses a prismatic corner filled with robust concrete reinforced by steel bars within the timber beam and column. ๐Ÿ” Conducts analytical and experimental studies to assess resisting moment, stiffness, and failure modes of the proposed joint. ๐Ÿ“ Explores how timber cross-section and steel bar diameters influence resisting moment via a mechanical stress-strain model. โš™๏ธ Prefers steel bar yielding over timber shear failure, considering steel’s ductility. ๐Ÿงช Produces and tests knee joint specimens with varying steel bar diameters, aligning well with analytical estimates. ๐Ÿ› ๏ธ Performs tests on polygonal bolted joint specimens for comparison purposes. ๐Ÿ’ช Shows significantly improved rotational stiffness and bending strength compared to traditional bolted joints. ๐Ÿ Concludes the joint’s structural effectiveness and its promising potential for real-world applications.

Top Noted Publications by Dr.Alfredo Dias๐Ÿ“š๐Ÿ”:

Mechanical behaviour of timber-concrete joints.ย ย ย ย ย ย  Paper Published in 2005ย  Cited by 187

Timber-concrete-composites increasing the use of timber in constructionย ย ย  Paper Published in 2016ย  Cited by 147

A non-linear 3D FEM model to simulate timberโ€“concrete jointsย ย ย ย  Paper Published in 2007ย  Cited byย  129

Load-carrying capacity of timberโ€“concrete joints with dowel-type fastenersย ย  Paper Published in 2007ย  Cited byย  111

The effect of ductile connectors on the behaviour of timberโ€“concrete composite beamsย ย ย ย  Paper Published inย  2011 Cited byย  102

Timber-concrete composite bridges: State-of-the-art reviewย ย ย  Paper Published in 2013ย  Cited byย  84

Stiffness of dowel-type fasteners in timberโ€“concrete jointsย  Paper Published inย  ย Cited by

Design of timber-concrete composite structures: A state-of-the-art report by COST Action FP1402/WG 4 ย  Paper Published in 2010ย  Cited byย  76

Acoustic performance of timber and timber-concrete floorsย  Paper Published in 2015ย  Cited byย  71

Analysis of the nonlinear behavior of timber-concrete connections ย Paper Published in 2012ย  Cited by ย 57

Environmentally friendly high performance timberโ€“concrete panel ย  ย  ย Paper Published in 2016ย  Cited byย  49

 

 

 

Alfredo Dias | Sustainable construction | Sustainable Innovation Pioneer Award

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