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FLEXURAL BEHAVIOR OF REINFORCED CONCRETE BEAMS USING FINITE ELEMENT ANALYSIS (ELASTIC ANALYSIS)

Author: R. SRINIVASAN and *K. SATHIYA | Size: 787 KB | Format: PDF | Quality: Unspecified | Publisher: BULETINUL INSTITUTULUI POLITEHNIC DIN IAŞI Publicat de Universitatea Tehnică „Gheorghe Asachi” din Iaşi Tomul LVI (LX), Fasc. 4, 2010 Secţia CONSTRUCŢII. ĂRHITECTURĂ | pages: 11

Abstract. Concrete structural components exist in buildings in different forms.
Understanding the response of these components during loading is crucial to the
development of an overall efficient and safe structure. Different methods have been
utilized to study the response of structural components. Experimental based testing has been widely used as a means to analyse individual elements and the effects of concrete strength under loading. While this is a method that produces real life response, it is extremely time consuming, and the use of materials can be quite costly. The use of finite element analysis to study these components has also been used.
The performed study investigation attempts to compare the results from elastic analysis of a reinforced beam under transverse loading, using an analysis software package to that obtained from a normal theoretical analysis.

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