scholarly journals Study on Bearing Mechanism of Split Grouting Pile Based on Finite Element Simulation

2021 ◽  
Vol 2101 (1) ◽  
pp. 012008
Author(s):  
Jinman Wang ◽  
Shaofei Li ◽  
Mingru Zhou ◽  
Lin Zhong ◽  
Yiming Chen
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Static Load ◽  
Load Test ◽  
Engineering Practice ◽  
Static Load Test ◽  
Element Analysis ◽  
Grouting Pressure ◽  
The Finite Element Analysis ◽  
Field Static

Abstract In order to realize the directional and controllable splitting of splitting grouting, the field grouting test was carried out. Using a new grouting pipe designed, the splitting direction and size of the branch vein are effectively controlled through the control of grouting pressure and grouting amount. In order to explore the bearing characteristics of split grouting pile and provide necessary parameters for the design of split grouting pile composite foundation in engineering practice, the field static load test and indoor geotechnical test of split grouting pile are designed, and the ultimate bearing capacity of single pile and necessary soil parameters are obtained. In order to make up for the limitations of field static load test, the three-dimensional finite element model of pile, soil and branch vein of split grouting pile is established by using the finite element analysis software ABAQUS. The finite element analysis results are compared with the measured values of field test, and the variation laws of pile shaft axial force, stress and displacement of branch vein at different depths, pile side friction, etc. are further explored, Through these changes, the interaction and load transfer mechanism between pile and soil are analyzed, which provides a reference for optimal design.

Study of Load Test of Pedestrian Suspension Bridge

2010 ◽  
Vol 163-167 ◽  
pp. 2670-2673
Author(s):  
Yun Liu ◽  
Dong Huang Yan
Keyword(s):  
Static Load ◽  
Suspension Bridge ◽  
Load Test ◽  
Static Load Test ◽  
Element Analysis ◽  
Pedestrian Bridge ◽  
The Finite Element Analysis ◽  
Field Static ◽  
Strength And Stiffness ◽  
Test Loading

This study focuses on test loading program and evaluation for pedestrian bridge. On the basis of the finite element analysis, numerical model of Lv River Bridge, which is a steel box pedestrian suspension bridge, is established. Moreover, field static load test is done and the results of tests are compared to the theoretical values. Results show that the measured result fits well with the theoretical result and bridge is in the situation of elastic deformation, and the strength and stiffness satisfy the need of design.

scholarly journals Experimental Study on Mechanical Property of Stiffening-ribbed-hollowpipe Reinforced Concrete Girderless Floor with Four Clamped Edges Supported

2013 ◽  
Vol 7 (1) ◽  
pp. 170-178 ◽  
Author(s):  
Weijun Yang ◽  
Yongda Yang ◽  
Jihua Yin ◽  
Yushuang Ni
Keyword(s):  
Mechanical Property ◽  
Finite Element Analysis ◽  
Finite Element ◽  
Reinforced Concrete ◽  
Large Scale ◽  
Load Test ◽  
Static Load Test ◽  
Loading Test ◽  
Element Analysis ◽  
Clamped Edges

In order to study the basic mechanical property of cast-in-place stiffening-ribbed-hollow-pipe reinforced concrete girderless floor, and similarities and differences of the structural performance compared with traditional floor, we carried out the destructive stage loading test on the short-term load test of floor model with four clamped edges supported in large scale, and conducted the long-term static load test. Also, the thesis conducted finite element analysis in virtue of ANSYS software for solid slab floor, stiffening-ribbed-hollow-pipe floor and tubular floor. The experiment indicates that the developing process of cracks, distribution and failure mode in stiffening-ribbed-hollow-pipe floor are similar to that of solid girderless floor, and that this kind of floor has higher bearing capacity and better plastic deformation capacity. The finite element analysis manifests that, compared with solid slab floor, the deadweight of stiffening-ribbed-hollow-pipe floor decreases on greater level while deformation increases little, and that compared with tubular floor, this floor has higher rigidity. So stiffening-ribbed-hollow-pipe reinforced concrete girderless floor is particularly suitable for long-span and large-bay building structure.

The Analysis and Application Research on the Space Work of Portal Frame

2012 ◽  
Vol 166-169 ◽  
pp. 501-504
Author(s):  
Xiao Wei Zhang ◽  
Zhong Ming Xiong ◽  
Ni Na Su
Keyword(s):  
Finite Element ◽  
Static Load ◽  
Load Test ◽  
Vertical Load ◽  
Static Load Test ◽  
Actual Structure ◽  
Finite Element Software ◽  
Portal Frame ◽  
Space Effect ◽  
Field Static

In this paper, the application of finite element software with the actual structure of the field static load test for the engineering background, describes the space effect of portal frame under vertical load. Established a gymnasium mode of portal frame through the finite element software, quantitative analysis the space effect under the vertical load, and studied the spatial interaction of longitudinal anti-lateral component to the overall structure, and compared with the results of the field static load test. The calculation results show that, the reduction of spatial effect to internal forces under the vertical load should be considered in design. It is important that a reasonable increase in rigid tie and support can enhance the space effect of the whole portal frame.

AN EXPERIMENTAL STUDY AND FINITE ELEMENT ANALYSIS OF CIRCULAR DISK SHAPE OF SMC

2010 ◽  
Vol 24 (15n16) ◽  
pp. 2573-2578
Author(s):  
CHANG-MIN SUH ◽  
SEONG-YOUN KIM ◽  
KYUNG-RYUL KIM
Keyword(s):  
Finite Element Analysis ◽  
Experimental Study ◽  
Finite Element ◽  
Maximum Stress ◽  
Circular Disk ◽  
Load Test ◽  
Static Load Test ◽  
Creep Tests ◽  
Element Analysis ◽  
Molded Parts

An experimental study on material characterization of SMC (Sheet Molding Compounds) compression molded parts was carried out by 3-point bending tests and creep tests. And computer simulation of optimum condition of SMC design was carried out by finite element analysis. The thicknesses of SMC specimen were 6.5, 7, 7.5 and 8mm and the angles of inclination were 0°, 2.5°, 5°, 7.5° and 10°. After static load test, the stress of SMC was different at the each condition. The influence of angles of inclination was important. The maximum stress occurred at 0°. But the more angle of inclination was big, the more maximum stress was small. The decrement was big at the range of 0° to 2.5°. The influence of thicknesses also was important. The more thickness was large, the more maximum stress was small.

Experimental Study and Finite Element Analysis of Reinforced Inorganic Polymer Concrete Beam

2012 ◽  
Vol 193-194 ◽  
pp. 891-896
Author(s):  
Zhe An Lu ◽  
Xin Jin ◽  
Xiao Chun Fan
Keyword(s):  
Finite Element Analysis ◽  
Experimental Study ◽  
Finite Element ◽  
Inorganic Polymer ◽  
Polymer Concrete ◽  
Engineering Practice ◽  
Element Analysis ◽  
The Finite Element Analysis ◽  
Load Function ◽  
Ductility Ratio

The stress behavior of the reinforced inorganic polymer concrete(IPC) beam was discussed, included the load-deflection curve, craze load and ultimate bearing capacity under the static load function through the method of the experimental study and the non-linear finite element analysis. Compared the data of the experiment with the results of the finite element analysis, it indicates that the reinforced IPC beam owns higher ductility ratio and better deformation capacity on the same loading condition. Meanwhile, the cracks of IPC beam develop more slowly than the normal ones, there were less and smaller cracks on IPC beam. The research results offer the theoretical and experimental references for engineering practice and design index of IPC.

The Study on Simulation Static Load Test Base on Flexibility Matrix

2012 ◽  
Vol 178-181 ◽  
pp. 2048-2051
Author(s):  
Xian Min Zhang ◽  
Yan Gao
Keyword(s):  
Finite Element ◽  
Finite Element Model ◽  
Static Load ◽  
Element Model ◽  
Load Test ◽  
Actual State ◽  
Engineering Practice ◽  
Static Load Test ◽  
Flexibility Matrix ◽  
The Finite Element Model

Through the measured simply supported bridge's dynamic parameters, we can establish the finite element model of the structure.As the flexibility matrix can reflect the actual state of the bridge, making the actual measured flexibility matrix as a basis to inverse the bridge’s finite element model .Combined with the engineering practice static load test, we can assess the bearing capacity of the bridge according to inversion model bridge.

Writing and Reviewing FEA Reports Supporting ASME Section VIII, Division 1 and 2 Designs: Practical Considerations and Recommended Good Practice

2014 ◽  
Author(s):  
Trevor Seipp ◽  
Mark Stonehouse
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Good Practice ◽  
Engineering Practice ◽  
Element Analysis ◽  
Professional Engineer ◽  
Division 1 ◽  
The Finite Element Analysis ◽  
Section Viii ◽  
Code Compliance

Finite element analysis (FEA) is used, with increasing frequency, to supplement or justify the design of an ASME Section VIII, Division 1 or 2 pressure vessel. When this occurs, good engineering practice indicates that a competent engineer should review the finite element analysis report. In some jurisdictions, it is required that a Professional Engineer review and certify the report. This paper discusses some of the practical aspects of both writing and reviewing a good quality FEA report — both in the context of the technical perspective and in the context of Code compliance. This paper will serve as a practical assistant to an engineer reviewing an FEA report, as well as a guide to an engineer preparing an FEA report. Aspects such as properly following Code requirements, following appropriate Design By Analysis methodologies, and applying good design practices will be discussed.

The Finite Element Analysis of Rolling Cone Enveloping Hourglass Worm Gearing Based on PRO/ENGINEER

2011 ◽  
Vol 230-232 ◽  
pp. 554-558 ◽  
Author(s):  
Chun Xia Liu ◽  
Ping Li ◽  
Xiu Mei Guo
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Stress Distribution ◽  
Static Load ◽  
Element Analysis ◽  
The Finite Element Analysis ◽  
Worm Gearing ◽  
Drive Model ◽  
Worm Drive ◽  
The Way

This paper is to analyse rolling cone worm drive model by the way of the finite element on sub-module Pro / MECHANIC of Pro / ENGINEER software and to get the stress distribution contour when the structure is on the static load.,then to sum up the stress distribution.

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