Keywords = Finite Element
Number of Articles: 28
Comparison between Theoretical and Experimental Behavior of Shallow Foundation in Cohesive Soil
Volume 39, Issue 12 , December 2021, , Page 1911-1918
Abstract
This paper discusses a finite element analysis of shallow footing subjected to axial loading rested on different types of cohesive soil by using a computer program called PLAXIS-3D ... Read More ...
ANSYS-Based Structural Analysis Study of Elevated Spherical Tank Exposed to Earthquake
Volume 39, Issue 6 , June 2021, , Page 870-883
Abstract
Damage of elevated tanks during earthquakes can jeopardize the supply of drinking water and causes significant economic losses. Therefore, seismic analysis of tanks containing liquids ... Read More ...
Nonlinear Finite Element Analysis of Fiber Reinforced Concrete Slabs
Volume 39, 3A , March 2021, , Page 426-439
Abstract
This paper presents a study on the behavior of fiber reinforced concrete slabs using finite element analysis. A previously published finite element program is used for the nonlinear ... Read More ...
Nonlinear Finite Element Analysis of High Strength Fiber Reinforced Concrete Beams
Volume 38, 9A , September 2020, , Page 1293-1304
Abstract
This research work presents a nonlinear finite element investigation on the behavior of high strength fiber reinforced concrete beams. This investigation is carried out in order to ... Read More ...
Numerical Study of Bond Stress-Slip Relationship in Large Scale Reactive Powder Concrete Beams
Volume 37, 12A , December 2019, , Page 496-505
Abstract
As the reactive powder concrete (RPC) represents one of the ultra-high performance concrete types that recently used in public works and in the presence of several attempts that aims ... Read More ...
Investigation of External and Internal Inversion for Aluminum Tube with Various Die Parameters Effect
Volume 37, 7A , July 2019, , Page 235-240
Abstract
Finite element modeling has been conducted to investigate theeffect of die radius fillet, tube wall thickness, and friction coefficient on bothexternal and internal inversion forthealuminum ... Read More ...
Dynamic Finite Element Analysis of Sandy Soil-Pipe System Reinforced by Geogrid
Volume 35, 4A , April 2017, , Page 421-430
Abstract
The stability of tunnels and other underground structures under the influence of dynamic load is one of the important issues that should be studied carefully. The objective of the present ... Read More ...
Seepage Analysis through an Earth Dam (KHASA-CHAI Dam) as a Case Study
Volume 35, 2A , February 2017, , Page 172-181
Abstract
In this research KHASA-CHAI Dam that consists of zoned embankment was investigated by using finite element method. The finite element computer software SEEP/W was used. Experimental ... Read More ...
Nonlinear Finite Element Analysis for Punching Shear Resistance of Steel Fibers High Strength Reinforced Concrete Slabs
Volume 32, Issue 6 , July 2014, , Page 1411-1432
Abstract
This study is devoted to investigate the punching shear resistance of high strength reinforced concrete slabs with steel fibers by using the well-known (P3DNFEA), a non-linear finite ... Read More ...
Evaluation of Flow Parameters around Tracking Solar Collectors with Different Collector Geometry and Different Operation Conditions
Volume 32, Issue 4 , May 2014, , Page 886-907
Abstract
In the current study, the flow parameters around the tracking solar collectors were evaluated. Different site conditions with different tracking solar collector's geometry are combined ... Read More ...
A Study of the Behavior of Shell Footings using Finite Element Analysis
Volume 31, Issue 19 , November 2013, , Page 90-102
Abstract
In this research, the conical shell foundation is investigated. The two components of the interacting system; the soil and the shell foundation, are modelled using the finite element ... Read More ...
Consolidation Behavior of Two-Pile Group System under Different Loading Condition using the Bounding Surface Model
Volume 31, Issue 19 , November 2013, , Page 185-202
Abstract
In this paper, soil-water coupling analyses with finite element method are conducted to investigate the long-term displacements of two-pile foundation installed in saturated cohesive ... Read More ...
Finite Element Analysis of the Boom of Crane Loaded Statically
Volume 31, Issue 9 , June 2013, , Page 1626-1639
Abstract
In this paper, the finite element analysis was carried out on boom of telescopic crane using ANSYS package software and the manual calculation as well as the analysis by the strength ... Read More ...
Deformation Analysis of Road Embankment Foundation Soil Improved with Fiber Glass
Volume 30, Issue 19 , November 2012, , Page 3341-3361
Abstract
The main objective of this research is to evaluate the improvement of embankment soil foundation soil using the fiber glass treatment. To accomplish the main objective, laboratory tests, ... Read More ...
Deflection Estimation of Un-Symmetric Isotropic Cam with Three Circular-Arc Contact Profiles
Volume 30, Issue 6 , March 2012, , Page 1001-1016
Abstract
In this paper the principal objectives is to design a suitable profile that produces minimum value of jerk and contact stress keeping the acceleration within a limit especially in high-speed ... Read More ...
A Confined Flow over a Cylinder by the Finite Element and the Finite Difference Methods
Volume 29, Issue 15 , November 2011, , Page 3108-3117
Abstract
The Finite element and the finite difference methods were applied to a confined flow over a cylinder. The values of velocity potential (F), the stream function (Y) and the velocity ... Read More ...
Sphrical Slab with Ferrocement
Volume 29, Issue 13 , September 2011, , Page 2609-2616
Abstract
This research is devoted to investigate the behavior of spherical ferrocement slabs under flexural loading. The main parameters considered in the analysis are the thickness of the slab, ... Read More ...
A Study of Optimum Blank Shape for Square Cup Drawing Using Finite Element Method
Volume 29, Issue 13 , September 2011, , Page 2637-2647
Abstract
The aim of this study is to determine the optimal blank shape for a square cup drawing with uniform flange (square and circular flange).A new algorithm is proposed to control of flange ... Read More ...
Nonlinear Finite Element Analysis of RPC Beams Failing in Shear
Volume 29, Issue 11 , August 2011, , Page 2175-2188
Abstract
Reactive powder concrete (RPC) is a new type of ultra-high strength and high ductility concrete first developed in the 1990's in France. It is recognized as a revolutionary material ... Read More ...
Nonlinear Behavior of Steel-Concrete Composite Beams Curved in Plane with CFRP Strips Bonding
Volume 28, Issue 12 , June 2010, , Page 2308-2324
Abstract
This paper deals with the behavior of structural steel-concrete composite beamscurved in plane. The analytical investigation included the use of three dimensionalnonlinear finite elements ... Read More ...
Nonlinear Finite Element Analysis of High Strength Lightweight Concrete Beams
Volume 28, Issue 10 , May 2010, , Page 1910-1923
Abstract
This research work presents a nonlinear finite element investigation on thebehavior of lightweight reinforced concrete beams. This investigation is carriedout in order to get a better ... Read More ...
Effect of Dual Reinforcement on Wear Resistance by Aluminum Compacts Reinforce by SiC, Al2O3
Volume 27, Issue 13 , September 2009, , Page 423-429
Abstract
The producing composite materials of dual reinforcement in which the matrix material is aluminum reinforced with two types of ceramic particles : which are Alumina (50μmKeywordscomposite ... Read More ...
Combined Effect ofWheel and Thermal Load Conditions on Stress Distribution in Flexible Pavement
Volume 27, Issue 12 , September 2009, , Page 2257-2267
Abstract
The aim of this research is to study the behavior of flexible pavement underwheel and thermal loading conditions using the finite element program ANSYS V(5.4). The stress states distribution ... Read More ...
Wedge Foundation in Expansive Soils
Volume 27, Issue 13 , September 2009, , Page 2307-2318
Abstract
The object of this study is to find a construction solution to the problem of expansive soils by suggesting of a new shape of the conventional footing which has a sharp edge, this footing ... Read More ...
Finite Element Analysis Up To Failure Of Composite Concrete – Corrugated Steel Cylindrical Shells
Volume 27, Issue 13 , September 2009, , Page 2339-2351