Abstract
The interaction between structural reinforcement and the surrounding
concrete matrix in tension is a governing mechanism in the structural response of
reinforced concrete members. The tension stiffening process, defined as the concrete
´s contribution to tensile response of the composite, has been investigated using
an image-based deformation measurement and analysis system. This allowed
for detailed view of surface deformations and the implications on the resulting response
of the member in tension. In this study, conventional concrete and a ductile,
strain hardening cement composite, known as Engineered Cementitious Composite
(ECC), have been combined with steel and glass fiber reinforced polymer
(GFRP) reinforcement to contrast the effects of brittle and ductile cement matrices
as well as elastic/plastic and elastic reinforcement on the tension stiffening process.
Particular focus was on the deformation process and transverse crack formation
in the cementitious matrix at increasing tensile strain.
| Original language | English |
|---|---|
| Title of host publication | High Performance Fiber Reinforced Cement Composites 6 |
| Publisher | Springer |
| Publication date | 2011 |
| ISBN (Print) | 978-94-007-2435-8 |
| Publication status | Published - 2011 |
| Event | 6th International Workshop on High Performance Fiber Reinforced Cement Composites - Ann Arbor, United States Duration: 20 Jun 2011 → 22 Jun 2011 Conference number: 6 |
Workshop
| Workshop | 6th International Workshop on High Performance Fiber Reinforced Cement Composites |
|---|---|
| Number | 6 |
| Country/Territory | United States |
| City | Ann Arbor |
| Period | 20/06/2011 → 22/06/2011 |
| Series | RILEM Bookseries |
|---|---|
| ISSN | 2211-0844 |
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