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Published on: October 6, 2017
Dissipate and Recentre (D&R) experimental campaign on real scale GFRP composite frame structures: data set.
José Gonilha1,2, João Ramôa Correia2,3, Manuela Buttazzi4
1IDMEC, Instituto Superior Técnico, Universidade de Lisboa, Lisbon, Portugal.
Large-scale composite frames made of glass fibre reinforced polymer (GFRP) profiles demonstrated excellent structural integrity under seismic loading. These GFRP structures maintained stability up to 2% inter-storey drifts with minimal damage, indicating seismic resilience.
Area of Science:
- Structural Engineering
- Materials Science
- Composite Materials
Background:
- Composite frame structures utilizing pultruded glass fibre reinforced polymer (GFRP) profiles offer potential advantages in construction.
- Understanding the seismic performance of these novel structures is crucial for their widespread adoption.
Purpose of the Study:
- To disseminate experimental data from large-scale tests on GFRP composite frame structures under lateral loading.
- To evaluate the seismic performance of GFRP frame structures with and without bracing systems.
Main Methods:
- Four full-scale composite frame specimens were constructed using pultruded GFRP profiles and stainless steel connections.
- Specimens were subjected to monotonic or cyclic lateral loading tests on the ELSA Reaction Wall.
- Tests simulated quasi-permanent load levels using concrete slabs.
Main Results:
- GFRP frame structures, both braced and unbraced, maintained structural integrity up to 2% inter-storey drifts.
- Very limited damage was observed in the specimens even at significant drift levels.
- The performance was consistent across monotonic and cyclic loading conditions.
Conclusions:
- GFRP composite frame structures exhibit high structural integrity and resilience to seismic actions.
- These findings suggest GFRP frames are a viable option for seismic-resistant design.
- Further research can build upon this experimental data for advanced structural applications.
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