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Hordijk, Dick
Delft University of Technology
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (13/13 displayed)
- 2023The role of eigen-stresses on apparent strength and stiffness of normal, high strength, and ultra-high performance fibre reinforced concretecitations
- 2019Strain hardening cementitious composite (SHCC) for crack width control in reinforced concrete beams
- 2018On the Potential of Lattice Type Model for Predicting Shear Capacity of Reinforced Concrete and SHCC Structurescitations
- 2018An Experimental Study on the Transition of Failure Between Flexural and Shear for RC Beams
- 2018Strain hardening cementitious composite (SHCC) layer for the crack width control in reinforced concrete beam
- 2018Brittleness of high-strength lightweight aggregate concrete
- 2018Development and application of an environmentally friendly ductile alkali-activated compositecitations
- 2017Proof load testing of reinforced concrete slab bridges in the Netherlands
- 2016The shear capacity of reinforced concrete members with plain bars
- 2016Acoustic emission study on 50 years old reinforced concrete beams under bending and shear tests
- 2016Towards slender, innovative concrete structures for replacement of existing viaducts
- 2016Probabilistic prediction of the failure mode of the Ruytenschildt Bridgecitations
- 2016Ruytenschildt Bridgecitations
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document
Acoustic emission study on 50 years old reinforced concrete beams under bending and shear tests
Abstract
This paper presents the Acoustic Emission (AE) measurement of several tests carried out on reinforced concrete beams sawn from a 50 years old concrete bridge – Ruytenschildt bridge. The purpose of these tests is to provide additional information to the already executed in-situ load testing on the bridge. In addition to the AE measurement thorough crack width measurement was carried out during<br/>the tests. A strong correlation were obtained between the crack width and the AE measurements.