The stiffness and strength degradation of timber concrete composite slab deck under repeated loading
TCC (timber-concrete composite) is usually utilised in bridges and flooring system where they are subjected to repeated loadings during their service life, which amplifies the occurrence of fatigue. The American Society of Civil Engineers (ASCE) committee on Fatigue Fracture and Reliability state...
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| Format: | Thesis |
| Language: | English English English |
| Published: |
2021
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| Subjects: | |
| Online Access: | http://eprints.uthm.edu.my/6440/1/24p%20KEVIN%20YEO%20JIT%20TONG.pdf http://eprints.uthm.edu.my/6440/2/KEVIN%20YEO%20JIT%20TONG%20COPYRIGHT%20DECLARATION.pdf http://eprints.uthm.edu.my/6440/3/KEVIN%20YEO%20JIT%20TONG%20WATERMARK.pdf |
| Summary: | TCC (timber-concrete composite) is usually utilised in bridges and flooring system
where they are subjected to repeated loadings during their service life, which amplifies
the occurrence of fatigue. The American Society of Civil Engineers (ASCE)
committee on Fatigue Fracture and Reliability states that fatigue is related to about 80
percent of structural failures among bridges. The occurrence of fatigue produces a
damaging effect on the concrete, timber, and interlayer shear connectors, which
ultimately causes the degradation of strength and softening of the TCC structure.
However, there is still limited information available on the fatigue behaviour of TCC
structures especially its effect at SLS (serviceability-limit state) and ULS (ultimatelimit
state). This research was conducted to observe the fatigue behaviour of TCC
structural pedestrian bridges or flooring system, in terms of stiffness and strength
degradation by applying repeated loadings to the TCC specimens since the TCC is not
a homogeneous structure. The research also included testing the strength properties of
the Malaysian tropical timber, (Koompasiamalaccensis), which was utilised for the
timber component of the TCC specimens, according to the ASTM D198 standard
procedures. From this research, no significant changes of the effective stiffness and
connection stiffness were observed when the TCC structures were subjected to
repeated loadings at SLS (low amplitude) but the degradation process occurred
instantaneously when the TCC structures were subjected to repeated loading at ULS
(high amplitude). This is because the timber component, concrete component and
shear connectors all have varying maximum load capacity and the repeated loading at
ULS is very close to the failure load of the concrete component and shear connectors.
The generated S-N graph, strain profile and post-mortem analysis provide a
summarisation and explanation of the fatigue life behaviour of the TCC specimens
while the Finite Element Modelling (FEM) validates the experimental results. |
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