- Abstract Submission
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SUBMITTING YOUR ABSTRACT(S) |
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On behalf of the organizing committee, we would like to say thank you to all authors who had submitted their abstract(s) to the conference. The abstract submission is now CLOSED. The notification of abstract acceptance has been sent to the corresponding author. If you have not yet received any confirmation, please send your queries to warid@utm.my or m.ismail@utm.my.
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Authors are invited to submit abstract of about 300 words in the above topics written in English on A4 size paper with 25 mm all round margin as soon as possible. Abstract should indicate clearly the title of the paper, author’s affiliation, corresponding address, telephone, facsimile and e-mail address. All abstracts should be written in either *pdf or MSWord 2003 format and submit via e-mail or facsimile to the organising committee with the registration form (click here to download the registration form). Alternatively, click here to submit your abstract(s) via the website by registering and filling up an online form. The abstract should reach the conference secretariat before 30th September 2008. |
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Abstracts can also be submitted by Fax :++607-5566157 for the attention of Prof Warid Husein The Deadline for the submission of abstracts is 30th September 2008. |
Wei-Chih Wang said
To whom it may concern:
In the online “preliminary registration form”, not all countires are shown in the list. The system should allow authors to add their own.
Regards,
Wei-Chih Wang
Department of Civil Engineering
National Chiao Tung University
Taiwan
FATHOLLAH SAJEDI said
Estimation of 28-day CS of HSC Based on 7-day CS with ANN and Regression Methods and results comparison
Fathollah Sajedi , Hashim, Abdul Razak , Mahdi Naseri
1- Civil PhD Stu. at University of Malaya
2- Civil Professor at University of Malaya
3- Civil PhD Stu. at University of Malaya
f_sajedi@yahoo.com
Abstract
Use of HSC has developed since many years ago in developed and developing countries also. Although HSC has a few lacks, but it has many benefits. The concrete that has CS amounts in limit 50 to100 Mpa is called HSC. One of the most important properties of HSC is CS that is used the 28-day CS in structural designs as a criteria. Sometimes due to limitation time of project performance, construction problems and rapid decision for high performance, estimation of 28-day CS based on 7-day CS can be very useful. Based on tests and analysis of results, three sets equations are determined with ANN and Regression methods then finally are compared results and introduce the best method.
Keywords: HSC, CS, ANN, Mix Design, Regression
a: Compressive strength, b: High Strength Concrete, c: artificial neutral network
louay mahmoud said
Failure criteria of interface between CFRP Side Plated to R.C Beams and Concrete under Shear Action
Louay Mahmoud, Universiti Teknologi PETRONAS, MALAYSIA
N. Shafiq, Universiti Teknologi PETRONAS, MALAYSIA (presenter)
M. Fadhil, Universiti Teknologi PETRONAS, MALAYSIA
Waleed Thanoon, University of Nizwa, OMAN
ABSTRACT
The strengthening of reinforced concrete structures by means of externally bonded fiber reinforced polymers FRPs is becoming an attractive technique for upgrading existing structures. Although previous laboratory investigations have shown that the shear capacities of beams can be increased considerably with this strengthening technique, premature failure by debonding of the FRP reinforcement can often limit its effectiveness. The primary purpose of this paper is to propose a new methodology of determination failure criteria of the interface element between CFRP side face and concrete under shear loading. The test setup and supports are designed such that there are tangential and normal stresses at the CFRP-to-concrete interface. This paper describes the experimental setup and test parameters. Mathematical formulas represented the failure criteria of interface element were obtained.
Keywords
CFRP, R.C beams, shear strengthening, interfacial, failure criteria
Corresponding Author. Louay mahmoud,Ph.D. student Universiti Teknologi Petronas, Professional engineer, E-mail louayutp@hotmail.com
- Correspondence Author: Assoc. Prof. Dr. Nasir Shafig, University Teknologi Petronas,
Malaysia, Vice President, Concrete Society of Malaysia, Tel: 0060165445930, Email: nasirshafiq@petronas.com.my
- Correspondence Author: Associate Professor Ir Dr Muhd Fadhil Nuruddin Head Of Civil Engineering Department University Teknologi Petronas, Fellow Concrete Society of Malaysia, Professional Engineer, Member Institution of Engineers Malaysia, tel: 0060133641734, E-mail fadhilnuruddin@petronas.com.my
- Correspondence Author: Professor waleed thanoon Head Of Civil Engineering Department University NIZWA, OMAN, Professional Engineer, E-mail thanoonwaleed@yahoo.com
mohammad reisi said
Would you please accept that I send abstract for you.
Rozita-Kian said
Dear sir,
I wanted to know about my abstract status after it’s acceptance. Title of my paper is “Selective withdrawal from two-layer fluid of a still-form bottom topography”. I just wanted to know if it is accepted for oral presentation or poster?
Regards,
Rozita Kian