Finite Element Modeling of Self-Compacting Concrete Beams Under Shear

نویسندگان

چکیده

Development of self-compacting concrete (SCC) is a very desirable achievement in the reinforced (RC) structures for overcoming issues associated with many problems such as congestions steel reinforcement. This non-vibrating not affected by skill workers, and shape amount reinforcing bar arrangement structure. Due to high fluidity resisting power SCC, it can be pumped longer distances. In this study, finite element (FE) modeling three SCC beams shear while taking into account, flexural tensile strength computed results are compared available experimental tested beams. The stirrups located at 75 mm apart from end up loading point. electrical strain gauges (ESGs) have been embedded on their readings taken every step load increment. For longitudinal bars concrete, 3-D elements 2-node 8-node, used respectively. comparison obtained two methods indicated that good satisfactory agreement achieved.

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ژورنال

عنوان ژورنال: Civil and Environmental Engineering Reports

سال: 2021

ISSN: ['2450-8594', '2080-5187']

DOI: https://doi.org/10.2478/ceer-2021-0046