作者:Mohannad Husain Al-Sherrawi , Abbas A. Allawi ...
来源:[J].Civil Engineering Journal, 2018, Vol.4 (3)C.E.J
摘要:The structural behavior of Segmental Precast Post-tensioned Reinforced Concrete (SPPRC) beams largely depends on the behavior of the joints that connect between the segments. In this research, series of static tests were carried out to investigate the behavior of full-scale SPPRC...
作者:Haider Abdulridha Alkufi , Mohannad Husain Al-Sherrawi
来源:[J].Civil Engineering Journal, 2018, Vol.4 (7)C.E.J
摘要:An experimental investigation is carried out to find the beneficial effect of adding steel fiber to reinforced concrete square columns. Hooked end steel fiber type is used in this investigation. The aspect ratio is 60 and the percentages of the steel fiber that added to the ...
作者:Ali Ammar Hameed , Mohannad Husain Al-Sherrawi
来源:[J].Civil Engineering Journal, 2018, Vol.4 (7)C.E.J
摘要:The shear failure in a concrete beam is a brittle type of failure. The addition of steel fibers in a plain concrete mix helps to bridge and restrict the cracks formed in the brittle concrete under applied loads, and enhances the ductility of the concrete. In this research an atte...
作者:Hamza Mahdi Salman , Mohannad Husain Al-Sherrawi
来源:[J].Civil Engineering Journal, 2018, Vol.4 (5)C.E.J
摘要:The reinforced concrete column is designed to have a nominal axial resistance. Under different conditions like errors in design, and changing the use of the building from residential to public or storage (extra live loads), the reinforced concrete column will not be able to susta...
作者:Mohannad Husain Al-Sherrawi , Hamza M. Salman
来源:[J].Civil Engineering Journal, 2017, Vol.3 (10)C.E.J
摘要:No attempts have been made in developing the N-M interaction diagram for reinforced concrete columns strengthened with steel jackets using the plastic stress distribution method. Therefore, this paper presents an analytical model to construct the N-M interaction diagram for reinf...


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