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Abstract
The experimental program contains also a new approach for producing a well-compacted concrete with good characteristic properties using self-compacting concrete. The objective of using self-compact concrete (SCC) is resist segregation without any mechanical vibration however, self-compact conrete (SCC) is compacted under its own weight.
Two different techniques of finite element were used and applied to study the behavior of the of the tested beams. The first method based on 3-D finite elements. Each based on 2-D isoperimetric denigrated layered elements. Each element with 8 nodes and each node with 5 degrees of freedom.