Reuse of decommissioned wind turbine blades in pedestrian bridges - An investigation of using wind turbine blades as structural members in pedestrian bridges

dc.contributor.authorKullberg, Johanna
dc.contributor.authorNygren, David
dc.contributor.departmentChalmers tekniska högskola / Institutionen för arkitektur och samhällsbyggnadsteknik (ACE)sv
dc.contributor.examinerHaghani, Reza
dc.contributor.supervisorNedev, Georgi
dc.contributor.supervisorAndré, Alann
dc.date.accessioned2020-06-29T12:44:35Z
dc.date.available2020-06-29T12:44:35Z
dc.date.issued2020sv
dc.date.submitted2020
dc.description.abstractWind energy is currently one of the fastest growing renewable energy sources. As a consequence, the amount of decommissioned wind turbine blades are expected to increase in a near future. The blades mainly consists of GFRP. The polymer in GFRP is most often a thermosetting polymer which, due to its complex composition, is both insoluble and infusible. As a result, waste management of the decommissioned blades are difficult and currently no viable sustainable recycling method of wind turbine blades exists. This thesis aims to investigate the possibilities to reuse the blades as structural members in pedestrian bridges. The blades are lightweight and high performing components and using the blades in bridges could lengthen the blades life cycle and handle a portion of the decommissioned turbine blades. To achieve this a literature study was performed. This involved the theory of fibre reinforced plastics, the properties of the blades as well as guidelines and regulations on bridges provided in Eurocode and by Trafikverket. Together with experienced architects and engineers, different bridge concepts were developed. Based on the knowledge gained in the literature study, the concepts were evaluated in terms of aesthetics, simplicity of the construction, degree of maintenance as well as costs. The production method was also an important aspect considered as the part of the blade used in the bridge had a length of 20 m and a width of 3.6 m. The final concept was further designed and a FE-model in BRIGADE/Plus were created. The FE-model showed that the deformation requirements were met but that the fundamental frequency were below 5 Hz. Further investigations are therefore needed in order to verify the acceleration.sv
dc.identifier.coursecodeACEX30sv
dc.identifier.urihttps://hdl.handle.net/20.500.12380/301077
dc.language.isoengsv
dc.setspec.uppsokTechnology
dc.subjectWind turbine bladessv
dc.subjectGFRPsv
dc.subjectFRPsv
dc.subjectreusesv
dc.subjectpedestrian bridgesv
dc.subjectsustainabilitysv
dc.subjectwaste managementsv
dc.titleReuse of decommissioned wind turbine blades in pedestrian bridges - An investigation of using wind turbine blades as structural members in pedestrian bridgessv
dc.type.degreeExamensarbete för masterexamensv
dc.type.uppsokH

Ladda ner

Original bundle

Visar 1 - 1 av 1
Hämtar...
Bild (thumbnail)
Namn:
ACEX30_Kullberg_Johanna_Nygren_David.pdf
Storlek:
33.69 MB
Format:
Adobe Portable Document Format
Beskrivning:

License bundle

Visar 1 - 1 av 1
Hämtar...
Bild (thumbnail)
Namn:
license.txt
Storlek:
1.14 KB
Format:
Item-specific license agreed upon to submission
Beskrivning: