ANALISA TEGANGAN TARIK DAN KEKERASAN BESI BETON BERTULANG PASCA KEBAKARAN

Authors

  • B. Pratowo Jurusan Teknik Mesin Fakultas Teknik Universitas Bandar Lampung Bandar Lampung Jl. Hi. Zainal Abidin Pagar Alam No.26 Bandar Lampung 35142 Telpon 701979 Fax 701467

DOI:

https://doi.org/10.36499/jim.v8i1.281

Abstract

Kebakaran yang terjadi pada bangunan gedung mengakibatkan bahanbahan
yang ada akan mengalami kerusakan, begitu pula dengan besi beton
bertulang, bahkan akibat suhu yang tinggi perubahan tersebut akan mengalami
bentuk besi beton bertulang baik ditinjau dari bentuk fisik maupun yang lainnya.
Pengujian besi beton bertulang di lakukan sebelum kebakaran dan sesudah
kebakaran dan mesin yang digunakan untuk Uji tarik adalah Mesin uji tarik
Computer Servo Control Material Testing Machines dan untuk mesin Uji
kekerasan adalah Metode Rockwell-B. Dimana besi beton bertulang itu telaha
mengalami kenaikan suhu ± 200 dan kebakaran selama 3 sampai dengan 4 jam.
Pengujian terhadap besi beton bertulang ini sejauh mana pengaruh terhadap
pasca kebakaran dan sebelumnya dan perbandingannya antara pengujian tarik
dan pengujian kekerasan.
Kata kunci : Besi Beton Bertulang, Uji Tarik, Uji Kekerasan,
Kebakaran

Downloads

Published

2012-04-20

Issue

Vol. 8 No. 1 (2012)

Section

Articles

License

Authors who publish with this journal agree to the following terms:
The journal allow the authors to hold the copyright without restrictions and allow the authors to retain publishing rights without restrictions.
Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).

Creative Commons License
This work is licensed under a Creative Commons Attribution 4.0 International License.