CVE80005 - Strengthening and Monitoring of Structures - Engineering Assignment Help

Assignment Task

The bridge can be assumed to be supporting a uniformly distributed load (UDL) along its span. As part of the assessment exercise, you are required to determine the following:

1. The maximum ultimate UDL load at which the girder will fail in flexure.

- You may ignore compression reinforcement in your flexural calculations when determining the neutral axis and moment capacities.

- Assume that the girder was only supporting its self weight at the time the FRP was applied. Hence, you may use the self weight only when calculating initial strains in the soffit of the beam at the time of FRP application.

- Include all debonding and anchorage checks in your assessment: IC debonding, end interfacial delamination, concrete cover separation failure and end anchorage checks.

- After the sectional capacities are attained for the variousfailure modes, the maximum ultimate load the girder can support should be calculated in kN/m.

2. The maximum ultimate UDL load at which the girder will fail in shear.

- You must determine the shear capacity of the member in the strengthened zone at the critical section away from the support.

- After the sectional capacity in shear is attained, the maximum ultimate load the girder can support should be calculated in kN/m.

3. The maximum serviceability UDL load at which the serviceability requirements will still bemet.

- Determine the flexural load to fail the serviceability requirements of the beam in themid-span.

- Include all FRP in your calculations and check stress violation conditions of FRP creep rupture, steel serviceability stresses and concrete stress limits at service.

- You may ignore the compression reinforcement for SLS calculations.

4. The maximum UDL load applied to the beam that will cause the columns to fail under pure axial loading. Note, only axial loads should be considered and bending moment in the column can be ignored. The column may be assumed to be short and all slenderness checks ignored.

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