Calculation of Axial Loads on Columns by Tributary Area Method and Finite Element Method

2014 ◽  
Vol 695 ◽  
pp. 576-579
Author(s):  
Mohd Faiz Mohammad Zaki ◽  
Mohd Zulham Affandi Mohd Zahid ◽  
Afizah Ayob ◽  
Tee Chin Fang
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Structural Design ◽  
Axial Load ◽  
Axial Loading ◽  
Simulation Models ◽  
Slab Thickness ◽  
Area Method ◽  
Rational Engineering ◽  
Element Method

Basic concept of structural design is to transmit the loading from superstructure to substructure. This idea normally required sound knowledge of structural design and rational engineering judgments. Recently, there have several techniques that can be utilized to determine the superstructure loading, such as finite element method and tributary area method. However, the compatibility of both methods in order to determine the loading from superstructure is prime important and has been investigated in this research framework. Axial loading, represented as products from dead load and service load, which are imposed on the top of slab is directly transmit to the column nearby and modelled through computer simulation. Models of slab were then varies and studies through comparison with broad dimensions of slab thickness, ranging in 100 mm to 600 mm. Results has shown the increasing of slab thickness will indirectly increases the rigidity characteristic of slab and potential to distribute the axial load equally for all column members. Axial load against slab thickness on corner, edge, center, outer and inner column demonstrated the incompatibility for both methods, finite element method and tributary area method in determining the axial loading from superstructure.

scholarly journals Simulation-based Prediction of Structural Design Failure in Fishing Deck Machinery a Hydraulic Type with Finite Element Method

2019 ◽  
Vol 130 ◽  
pp. 01001
Author(s):  
Agri Suwandi ◽  
Dede Lia Zariatin ◽  
Bambang Sulaksono ◽  
Estu Prayogi ◽  
I Made Widana
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Tensile Strength ◽  
Ultimate Tensile Strength ◽  
Structural Design ◽  
Simulation Analysis ◽  
Poisson Ratio ◽  
Von Mises Stress ◽  
Material Base ◽  
Element Method

The fishing deck machinery is the tools used to collect fish in fishing activities. Fishing deck machinery is intended to improve the effectiveness of fishing operations. The mission of the Ministry of Marine Affairs and Fishery Year 2015-2019 in the Regulation of the Minister of Marine and Fisheries No. 45/PERMEN-KP/2015 which is a priority is to provide assistance for fishing facilities for fishermen; it is necessary to develop and optimize fishing deck machinery. To assure the safety and dependability of these fishing deck machinery, calculations, simulation and functional tests are needed. This paper discusses the prediction of structural failure in the design of fishing deck machinery a hydraulic type with finite element method simulation approach. The results of the FEM simulation analysis are (i) the maximum value of von-Mises stress is greater than the ultimate tensile strength of the material; (ii) 1st principal stress value minimum is smaller than the ultimate tensile strength of material; (iii). the Poisson ratio value higher than the Poisson ratio value of the material. Base on the simulation result, the structural design of fishing deck machinery is safety.

A Study on Structural Design of Cryogenic Miniature Globe Valve using Finite Element Method

2007 ◽  
Vol 31 (4) ◽  
pp. 343-349 ◽  
Author(s):  
Ho-Seung Jeong ◽  
Jong-Rae Cho ◽  
Jeong-Hwan Kim ◽  
Jung-Ryul Kim ◽  
Jae-Hyoun Park ◽  
...  
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Structural Design ◽  
Globe Valve ◽  
Element Method

Evaluation on Structural strength of Inland River Small Ships

2011 ◽  
Vol 99-100 ◽  
pp. 848-851
Author(s):  
Jian Zhang ◽  
Qun Yin
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Structural Design ◽  
Structural Strength ◽  
Structural Stress ◽  
Bulk Carrier ◽  
Transverse Strength ◽  
Inland River ◽  
Element Method

A representative inland bulk carrier of 57m long and single-bottom and double-side is analyzed in this paper.Transverse strength of the ship is calculated directly using FEM (Finite Element Method) because of the problem that the length of hatch exceeds requirements in Rules for Building Steel Inland Vessels (2009) .The results show that transverse strength of the ship meets the requirements of structural stress in the rules which provides references for rules revision and structural design of such ships.

Deformation Behavior of Bellows Pipes for Laying Cables Under Ground by Axial Load and Bending Moment

2005 ◽  
Author(s):  
Satoshi Tehara ◽  
Hisashi Naoi ◽  
Hideki Okada ◽  
Makoto Osaku
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Numerical Analysis ◽  
Deformation Behavior ◽  
Axial Load ◽  
Bending Moment ◽  
Bending Test ◽  
Ground Subsidence ◽  
Buried Pipe ◽  
Element Method

Recently, electricity demand is rising steeply with advance of science. Additionally quantity of cables such as telephone and optical fiber is rising with communications development and increase of residence. These cables are untidily wired in the air with telephone pole. They impair cityscape and disturb pedestrian safety. Therefore improvement of procedures installing cables is requested. In order to solve it, the plan [1] which buries cables protected in pipes under ground is progressing. They are called buried pipes and consist of straight pipe made from stainless steel or plastic. However there is concern that the buried pipe is crushed and broken by the complex load due to earthquake and ground subsidence. Thus, it is necessary to develop the buried pipe with function of flexibly against damage or rupture. We focus attention to U-type bellows pipe with function of flexibly. In this study, we conduct tensile, compressive, bending test and numerical analysis of those tests using finite element method. From result, we investigate for the relationship between mechanical characteristic and deformation behavior. We study application of bellows pipe to buried pipe. In this study, we examined and analyzed deformation behavior when axial load and bending moment were given to specimens. Examinations items are as (1) we measured load, elongation bending radius by using are experimental device which modeled ground subsidence. (2) We obtained deformation behavior by numerical analysis by using constituted equations of solid mechanics. (3) We conducted simulation analysis of models constructed by finite element method. By comparing these three items, the deformation behavior is clarified.

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