Abstract
Grouted connections are hybrid joints fabricated by linking two overlapping steel tubes
with different diameters by filling the annulus with grout material. Offshore structures
are considerably subjected to dynamic loading. Hence, the fatigue behaviour of
grouted connections typically used in the different components of these structures is of
particular interest. This study presents a new test concept for cyclic axially loaded
grouted connections with fibre optical sensory integrated into the grout annulus. It aims
to provide insight into the mechanisms of damage initiation and propagation through
real-time crack detection. Specimens have been designed such that they can be
reused in several experiments, thus significantly reducing the time and cost of the test
program. Test results show that the fatigue degradation behaviour of axially loaded
grouted connections can be divided into three different phases according to its
advancement: stable, incremental, and progressive degradation. Certain cracks have
been observed to exert a slight influence on the connections performance. Moreover,
phase changes are not directly characterised by the appearance of cracks but by their
widening progress. The overall test concept including the novel reusable test specimen
and measurement setup is found to be functional. They provide an opportunity to gain
insight into the degradation mechanism of grouted connections under cyclic loading.
with different diameters by filling the annulus with grout material. Offshore structures
are considerably subjected to dynamic loading. Hence, the fatigue behaviour of
grouted connections typically used in the different components of these structures is of
particular interest. This study presents a new test concept for cyclic axially loaded
grouted connections with fibre optical sensory integrated into the grout annulus. It aims
to provide insight into the mechanisms of damage initiation and propagation through
real-time crack detection. Specimens have been designed such that they can be
reused in several experiments, thus significantly reducing the time and cost of the test
program. Test results show that the fatigue degradation behaviour of axially loaded
grouted connections can be divided into three different phases according to its
advancement: stable, incremental, and progressive degradation. Certain cracks have
been observed to exert a slight influence on the connections performance. Moreover,
phase changes are not directly characterised by the appearance of cracks but by their
widening progress. The overall test concept including the novel reusable test specimen
and measurement setup is found to be functional. They provide an opportunity to gain
insight into the degradation mechanism of grouted connections under cyclic loading.
| Original language | English |
|---|---|
| Article number | 117335 |
| Pages (from-to) | 1-15 |
| Number of pages | 15 |
| Journal | Engineering Structures |
| Volume | 302 |
| E-pub ahead of print | 4 Jan 2024 |
| DOIs | |
| Publication status | Published - 1 Mar 2024 |
Keywords
- Grouted Connections
- Fatigue Degradation Mechanism
- Fibre Bragg Grating Sensory
- Structural Health Monitoring
- Structural Integrity
- Reusability
ASJC Scopus subject areas
- Civil and Structural Engineering
Research output
- 1 Article
-
Mechanisms of fatigue degradation process in axially loaded grouted connections under submerged conditions
Borgelt, J. M., Possekel, J., Schaumann, P. & Ghafoori, E., Dec 2024, In: International Journal of Fatigue. 189, p. 1-15 15 p., 108576.Research output: Contribution to journal › Article › Research › peer review
Open Access
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