Thesis (PhD (Civil Engineering))--University of Stellenbosch, 2007. / The current codes of practice for the design of structures which were studied during this
investigation do not explicitly account for the flexibilities and interactions of the Electric
Overhead Travelling Crane (EOHTC) and the crane support structure. This leads to analysing
the EOHTC and the gantry structure as a decoupled system for ease of computation. Thus, the
interaction of the various components of the EOHTC and gantry structure is ignored, which may
result in an incorrect assessment of the forces computed in the gantry structure’s members.
This led to a study to determine the effects of a EOHTC on the gantry structure. The research
was conducted through a series of limited experimental tests and extensive advanced Finite
Element Analysis (FEA) simulations.
This resulted in developing a computationally efficient FEA model of the full scale
experimental EOHTC testing facility in the structural engineering laboratory at Stellenbosch
University. The FEA model was developed to conduct simulations for the various load models,
namely, vertical wheel load, horizontal longitudinal load and the horizontal lateral load models,
as prescribed by the various codes. The research was then focussed at determining the
maximum end buffer impact force responses when the crane runs into the end stops. The other
load models were investigated by another researcher using the same FEA model. The results from the experimental tests were used to calibrate the FEA simulations. This proved
exceptionally challenging due to the various structural response phenomena which occur during
the impact of the crane against the end stops. A good correlation between the experimental
values and the values predicted by the FEA simulations was achieved for the first impact.
Modal analysis and modal superposition methods of analysis were used to determine the effect
of the modes of vibration on the structural response to the end buffer impact.
A FEA sensitivity analysis was conducted on a set of identified parameters which have a
significant effect on the structural response to the end buffer impact.
The maximum end buffer impact force was determined for a chosen level of reliability based on
the responses from the sensitivity analysis using the Lagrange Multiplier method.
These maximum end buffer impact forces are then compared with the forces prescribed by the
codes. SABS 0160 slightly underestimates, while SANS 10160 severely overestimates the end
buffer impact force obtained from the constraint optimization technique for a target level of
reliability of β =3.
| Identifer | oai:union.ndltd.org:netd.ac.za/oai:union.ndltd.org:sun/oai:scholar.sun.ac.za:10019.1/1389 |
| Date | 12 1900 |
| Creators | Haas, Trevor Neville |
| Contributors | Maincon, P. E., Dunaiski, P. E., University of Stellenbosch. Faculty of Engineering. Dept. of Civil Engineering. |
| Publisher | Stellenbosch : University of Stellenbosch |
| Source Sets | South African National ETD Portal |
| Language | English |
| Detected Language | English |
| Type | Thesis |
| Format | 3694748 bytes, application/pdf |
| Rights | University of Stellenbosch |
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