computerized model

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Prediction of cracks in concrete frames by finite element modeling

Journal Title, Volume, Page: 
INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 3, No 3, 2013
Year of Publication: 
2013
Authors: 
Imad Adel Ahmad Al-Qasem
Civil Engineering Department, An- Najah National University, Nablus, Palestine
Current Affiliation: 
Department of Civil Engineering, Faculty of Engineering and Information Technology, An-Najah National University, Nablus. Palestine
Ibrahim Mohamad Ahmad Arman
Lecturer, Civil Engineering Department, Al-Najah National University, Nablus
Current Affiliation: 
Al-Najah National University, Nablus
Preferred Abstract (Original): 

In  recent  years,  the  employment  of  computer  techniques  in  engineering  design  work  has  become  an  irreversible  trend.  This  is  achieved  through  using  computer  as  the  tool  for  modeling,  analysis,  and  design.  The  objective  of  this  paper  is  to  determine  the  stress  in  unreinforced concrete portal frame and predict  the cracks which will occur  in  the beam and  columns  in  this  frame  due  to  this  stress.  To  do  this,  a  technique  utilizing  finite  element  analysis  is used  in order  to create computerized model using  shell elements with SAP2000  program. This model  is  built  to  simulate  the  real  state  of  beam  and  columns  in  the  frame  under different loading conditions.

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Prediction of Cracks in Concrete Frames by Finite Element Modeling

Journal Title, Volume, Page: 
INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 3, No 3, 2013
Year of Publication: 
2013
Authors: 
Ibrahim Arman
Department of Civil Engineering, Faculty of Engineering and Information Technology, An-Najah National University, Nablus. Palestine
Current Affiliation: 
Department of Civil Engineering, Faculty of Engineering and Information Technology, An-Najah National University, Nablus. Palestine
Imad Adel Ahmad Al-Qasem
Department of Civil Engineering, Faculty of Engineering and Information Technology, An-Najah National University, Nablus. Palestine
Preferred Abstract (Original): 

In recent years, the employment of computer techniques in engineering design work has become an irreversible trend. This is achieved through using computer as the tool for modeling, analysis, and design. The objective of this paper is to determine the stress in unreinforced concrete portal frame and predict the cracks which will occur in the beam and columns in this frame due to this stress. To do this, a technique is utilizing finite element analysis is used in order to create computerized model using shell elements with SAP2000 program. This model is built to simulate the real state of beam and columns in the frame under different loading conditions.

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