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The influence of externally bonded longitudinal TRC reinforcement on the crack pattern of a concrete beam
| Content Provider | Scilit |
|---|---|
| Copyright Year | 2012 |
| Description | The ultimate load for the unbolted beams is based on failure due to peeling-off of the external reinforcement. For the bolted beams, the failure mode is calculated to be concrete crushing and IPC TRC in tension. The experiments confirm these failure modes. The different failure mode explains the higher failure load (50%) of the bolted beams (Fig. 2) in comparison with the unbolted beams (Fig. 1). The failure load of the bolted beams is 1 INTRODUCTION Recent developments in Textile Reinforced Cements (TRC) enable the use of these materials in structural applications, like strengthening and repair of concrete structures. At the Vrije Universiteit Brussel (VUB) Inorganic Phosphate Cement (IPC) is developed, a cementitious material which can be combined with standard E-glass fibres. Book Name: Concrete Repair, Rehabilitation and Retrofitting III |
| Related Links | https://content.taylorfrancis.com/books/download?dac=C2011-0-05478-9&isbn=9780429217173&doi=10.1201/b12750-211&format=pdf |
| Ending Page | 472 |
| Page Count | 2 |
| Starting Page | 471 |
| DOI | 10.1201/b12750-211 |
| Language | English |
| Publisher | Informa UK Limited |
| Publisher Date | 2012-08-21 |
| Access Restriction | Open |
| Subject Keyword | Book Name: Concrete Repair, Rehabilitation and Retrofitting Iii Building and Construction Reinforcement Concrete Load Fig Structural Trc Beams Bolted External |
| Content Type | Text |
| Resource Type | Chapter |
