Innovative test setup for transforming singular joint deformations into plural cracks in concrete pavements

Deformations within jointed plain concrete pavements (JPCP) are concentrated in the joints, which are also weak-points of such pavements. To prevent pollutions in the joints and in the construction at all, they have to be sealed. However, the current sealings are not very durable and must be renewed already after a few years. For this pupose, an alternative method is currently under development. The basic idea is, to overlap the existing joints with a thin concrete with an adequate carbon reinforcement (CRC). This CRC-layer enables the formation of plural fine cracks in a small range, where the bond between CRC and the lower concrete is interrupted. Besides an adequate limitation of the crack witdths, also – in case of expansions – a delamination must be prevented. In order to investigate this system in large-scale tests, an innovative test setup was developed to simulate positive and negative joint deformations on specimens under practical conditions in the lab. This device allows to test the specimens under static as well as under cyclic loadings. The test setup and also first test results will be presented.

Authors

Institutions

Publication Details

Journal
Proceedings of the International Conference on Concrete Pavements
Published
2024-08-29
DOI
https://doi.org/10.33593/xpm4w918
Primary Topic
Structural Behavior of Reinforced Concrete
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Innovative test setup for transforming singular joint deformations into plural cracks in concrete pavements

M. Weiß, Rolf Breitenbücher
Proceedings of the International Conference on Concrete Pavements
Structural Behavior of Reinforced Concrete
article

Innovative test setup for transforming singular joint deformations into plural cracks in concrete pavements

M. Weiß, Rolf Breitenbücher
article en

Abstract

Deformations within jointed plain concrete pavements (JPCP) are concentrated in the joints, which are also weak-points of such pavements. To prevent pollutions in the joints and in the construction at all, they have to be sealed. However, the current sealings are not very durable and must be renewed already after a few years. For this pupose, an alternative method is currently under development. The basic idea is, to overlap the existing joints with a thin concrete with an adequate carbon reinforcement (CRC). This CRC-layer enables the formation of plural fine cracks in a small range, where the bond between CRC and the lower concrete is interrupted. Besides an adequate limitation of the crack witdths, also – in case of expansions – a delamination must be prevented. In order to investigate this system in large-scale tests, an innovative test setup was developed to simulate positive and negative joint deformations on specimens under practical conditions in the lab. This device allows to test the specimens under static as well as under cyclic loadings. The test setup and also first test results will be presented.

Proceedings of the International Conference on Concrete Pavements
Ruhr University Bochum (DE)
Openalex Percentile: Top 68%
Structural Behavior of Reinforced Concrete
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.

Innovative test setup for transforming singular joint deformations into plural cracks in concrete pavements — M. Weiß, Rolf Breitenbücher · Proceedings of the International Conference on Concrete Pavements (2024) | TGRS Research Map | TGRS