Notice Board :

Call for Paper
Vol. 3 Issue 12

Submission Start Date:
Dec 01, 2022

Acceptence Notification Start:
Dec 10, 2022

Submission End:
Dec 25, 2022

Final MenuScript Due:
Dec 31, 2022

Publication Date:
Dec 31, 2022
                         Notice Board: Call for PaperVol. 3 Issue 12      Submission Start Date: Dec 01, 2022      Acceptence Notification Start: Dec 10, 2022      Submission End: Dec 25, 2022      Final MenuScript Due: Dec 31, 2022      Publication Date: Dec 31, 2022




Volume II Issue XII

Author Name
Shafi Queuzzaman, Jyoti yadav
Year Of Publication
2021
Volume and Issue
Volume 2 Issue 12
Abstract
In the analysis, the compression strength of concrete with the use of coconut shells for rigid paving in different percentages increased to 15% and the value of compressive resistance decreased after 15%. The addition of coconut shell to 15 percent therefore gives the higher value of concrete compressive strength for rigid flooring. For flexible pavement the value of los abrasion test is approximately 29.5 when we add 15% coconut shell and it is suitable for bituminous roads and after that its value increases above 30% which is suitable for different type of roads such as bituminous bound macadam, water bound macadam, water bound macadam surfacing course, bituminous surface dressing and water bound macadam base course with bituminous surfacing. The total value of the effect is high and the total value of the crushing is less than 30 percent
PaperID
2021/IJEASM/2/2021/1685

Author Name
Rakesh Umre, Jyoti yadav
Year Of Publication
2021
Volume and Issue
Volume 2 Issue 12
Abstract
Millions of reinforced concrete structures are being constructed every year throughout the world. Almost all the designers are not able to adopt economical aspects related to the design that may result in lots of saving in materials and cost because, at present, factors to be considered for economical solutions are not available. Hence, in this theoretical investigation an attempt has been made to study the influence of the important parameters in the economical design, of some of the RC members and structures. At first, influence of grades of concrete and steel on the economical design of axially loaded RC tension and compression members has been studied. In addition to the influence of grades of the constituent materials, the percentage of steel has also been considered to arrive at the economical design of RC short columns subjected to axial load and biaxial bending moments
PaperID
2021/IJEASM/2/2021/1686

Author Name
Rakesh Umre, Jyoti yadav
Year Of Publication
2021
Volume and Issue
Volume 2 Issue 12
Abstract
Millions of corroborated concrete structures are being constructed every time throughout the world. Nearly all the contrivers aren't suitable to borrow provident aspects related to the design that may affect in lots of saving in accoutrements and cost because, at present, factors to be considered for provident results aren't available. Hence, in this theoretical disquisition an attempt has been made to study the influence of the important parameters in the provident design, of some of the RC members and structures. At first, influence of grades of concrete and sword on the provident design of axially loaded RC pressure and contraction members has been studied. In addition to the influence of grades of the element accoutrements, the chance of sword has also been considered to arrive at the provident design of RC short columns subordinated to axial cargo and biaxial bending moments
PaperID
2021/IJEASM/2/2021/1687

Author Name
Dudhat Prashantkumar Vasantbhai, Jyoti yadav
Year Of Publication
2021
Volume and Issue
Volume 2 Issue 12
Abstract
The main objective of the study is to investigate the behaviour of hollow, Plain Cement Concrete (PCC) and Steel Fiber Reinforced Concrete (SFRC) in-filled stub, short and medium columns subjected to axial and eccentric loads and beams subjected to flexure. Investigations have been carried out. investigations were carried out for hollow, PCC and SFRC in filled medium columns using finite element software package ANSYS. In order to simulate the experimental behaviour using the analytical model, actual material non-linearities were incorporated. Non-linear post-buckling analyses were carried out to determine the lateral deflections and micro strains at critical regions under ultimate loads. The numerical model developed using ANSYS was found to simulate the behaviour of the columns very closely to the experimental values
PaperID
2021/IJEASM/2/2021/1688