This paper presents the behaviour of reinforced BH girder which is made of precast, and cast in place (CIP) subjected to flexural loading (bending). The girder is made of two types of concrete materials, precast and cast in place (CIP), which has different strengths. The girder is simply supported and loading force is given at the mid span of the beam during analysis. The main objective of the analysis and modelling is to studying the combined effect of CIP, precast and the reinforcing materials. Modelling process is carried out using Rigid-Body-Spring-Network (RBSN) and Abaqus commercial software. Cracking and failure behaviour of the girder is investigated. Performance of the BH girder (precast and CIP) is estimated based on the load carrying capacity. Deflection of the composite is measured along the span of the girder. From the analysis result; the ductility, load carrying capacity and crack initiation and crack propagation behaviour of BH girder is investigated.
|Journal||IOP Conference Series: Materials Science and Engineering|
|Publication status||Published - 2018 Nov 15|
|Event||14th International Conference on Concrete Engineering and Technology, CONCET 2018 - Kuala Lumpur, Malaysia|
Duration: 2018 Aug 8 → 2018 Aug 9
Bibliographical noteFunding Information:
This work is ongoing research supported by the EDISON (Education-research Integration through Simulation On the Net) Program through the National Research Foundation of Korea (NRF), funded by the Ministry of Science, ICT &Future Planning (2014M3C1A6038855).
© Published under licence by IOP Publishing Ltd.
All Science Journal Classification (ASJC) codes
- Materials Science(all)