Behaviour of precast concrete beam-to-column connection with U- And L-bent bar anchorages placed outside the column panel - Analytical study

Dicky Imam Wahjudi*, Priyo Suprobo, Hidajat Sugihardjo, Tavio

*Corresponding author for this work

Research output: Contribution to journalConference articlepeer-review

9 Citations (Scopus)

Abstract

In an effort to obtain a more comprehensive description on the behaviour of a beam-to-column precast reinforced concrete connection, a model to simulate the hysteretic behaviour of the cyclic response of the connection will be presented in this paper. A mathematical model employed, which uses finite-element approach and takes into account the pinching effect that often occurs in a concrete structure, are employed. Numerical implementation and adaptation of the model obtained in a spring element will be done with the computer code SeismoStruct. A series of numerical data and calibrations are input to produce an adequate response history. While not exactly the same, the model gives result showing good conformity with the experimental data.

Original languageEnglish
Pages (from-to)112-121
Number of pages10
JournalProcedia Engineering
Volume95
DOIs
Publication statusPublished - 2014
Event2nd International Conference on Sustainable Civil Engineering Structures and Construction Materials, SCESCM 2014 - Yogyakarta, Indonesia
Duration: 23 Sept 201425 Sept 2014

Keywords

  • Cyclic response
  • Finite-element
  • Hysteretic behavior
  • Pinching effect
  • Response history

Fingerprint

Dive into the research topics of 'Behaviour of precast concrete beam-to-column connection with U- And L-bent bar anchorages placed outside the column panel - Analytical study'. Together they form a unique fingerprint.

Cite this