Javascript must be enabled to continue!
Study on Application and Practice of Variable Axial Force Cable in Reinforcement System of Powerhouse Truss
View through CrossRef
Long-span steel structure trusses are widely used in factory buildings, but with the growth of service time and the increase of dynamic load fatigue, a considerable part of the long-span truss with dynamic load appears serious transverse cracks at the bottom of the middle span and oblique deformation of the abdomen in the operation process. The U-shaped cracks at the bottom and belly, as well as the mid-span down deflection of the main truss, reduced the functional function of the factory building truss structure, and had to limit the original crane load, which affected the normal safety and durability of the structure. Therefore, the application principle of the variable axial force cable system in the long-span factory building truss structure and 3D3S software modeling [1] were used. Analyzing and studying the reinforcement method of large-span powerhouse truss can provide practical experience for subsequent similar projects. In view of the above phenomenon, the large-span powerhouse trusses of Hongcheng Powerhouse 1 and No.2 located in Tonglu, Zhejiang Province are used as the research object, and the variable axial force cable method is proposed to strengthen and lift the load. Considering the span of large-span powerhouse truss, the cable system with 22m controlling force of 400kN is proposed to be selected for powerhouse 1, and the cable system with variable axial force of 24m is proposed to be selected for Powerhouse 2. The force model of large-span truss is established by using the finite element method commonly used to analyze the force of truss. Under two working conditions, The influence of reinforcement effect is analyzed and compared from three aspects: stiffness, bearing capacity and stability. And the phenomenon of uneven stress distribution is analyzed. The stress distribution characteristics of each node are understood by simulating the most disadvantageous node plates with the greatest internal force before and after reinforcement.
Title: Study on Application and Practice of Variable Axial Force Cable in Reinforcement System of Powerhouse Truss
Description:
Long-span steel structure trusses are widely used in factory buildings, but with the growth of service time and the increase of dynamic load fatigue, a considerable part of the long-span truss with dynamic load appears serious transverse cracks at the bottom of the middle span and oblique deformation of the abdomen in the operation process.
The U-shaped cracks at the bottom and belly, as well as the mid-span down deflection of the main truss, reduced the functional function of the factory building truss structure, and had to limit the original crane load, which affected the normal safety and durability of the structure.
Therefore, the application principle of the variable axial force cable system in the long-span factory building truss structure and 3D3S software modeling [1] were used.
Analyzing and studying the reinforcement method of large-span powerhouse truss can provide practical experience for subsequent similar projects.
In view of the above phenomenon, the large-span powerhouse trusses of Hongcheng Powerhouse 1 and No.
2 located in Tonglu, Zhejiang Province are used as the research object, and the variable axial force cable method is proposed to strengthen and lift the load.
Considering the span of large-span powerhouse truss, the cable system with 22m controlling force of 400kN is proposed to be selected for powerhouse 1, and the cable system with variable axial force of 24m is proposed to be selected for Powerhouse 2.
The force model of large-span truss is established by using the finite element method commonly used to analyze the force of truss.
Under two working conditions, The influence of reinforcement effect is analyzed and compared from three aspects: stiffness, bearing capacity and stability.
And the phenomenon of uneven stress distribution is analyzed.
The stress distribution characteristics of each node are understood by simulating the most disadvantageous node plates with the greatest internal force before and after reinforcement.
Related Results
STUDY ON FORCE MECHANISM OF CABLE-TRUSS FRAME AND JUMPED LAYOUT OF ANNULAR CROSSED CABLE-TRUSS STRUCTURE
STUDY ON FORCE MECHANISM OF CABLE-TRUSS FRAME AND JUMPED LAYOUT OF ANNULAR CROSSED CABLE-TRUSS STRUCTURE
A new type of cable-strut tension structure named Annular Crossed Cable-truss Structure(ACCTS) comprises a series of planar cable-truss frames crossed each other. To investigate th...
ANALISIS PERBANDINGAN STRUKTUR ATAP LENGKUNG DENGAN SISTEM PRATT TRUSS DAN BOWSTRING TRUSS
ANALISIS PERBANDINGAN STRUKTUR ATAP LENGKUNG DENGAN SISTEM PRATT TRUSS DAN BOWSTRING TRUSS
Penggunaan struktur atap lengkung untuk bangunan bentang besar memerlukan sistem struktur rangka batang untuk penyusunnya. Sistem struktur yang umum digunakan untuk struktur atap l...
At Sea Test: Hawaii Deepwater Cable Program
At Sea Test: Hawaii Deepwater Cable Program
ABSTRACT
In order to investigate and demonstrate the technical feasibility of laying a Submarine power cable in the open ocean, in depths exceeding 6000 feet, ove...
Efficient Sizing and Layout Optimization of Truss Benchmark Structures Using ISRES Algorithm
Efficient Sizing and Layout Optimization of Truss Benchmark Structures Using ISRES Algorithm
This paper presents a comprehensive investigation into the application of the Improved Stochastic Ranking Evolution Strategy (ISRES) algorithm for the sizing and layout optimizatio...
Economical Aspect of Truss Design Through Geometry Configuration
Economical Aspect of Truss Design Through Geometry Configuration
In engineering, truss structures are used extensively in bridge, tower, building, and numerous mechanical applications. Several studies have found that truss frames use the least s...
Roof truss systems under blast loads
Roof truss systems under blast loads
[ACCESS RESTRICTED TO THE UNIVERSITY OF MISSOURI AT AUTHOR'S REQUEST.] Designing roof systems for blast loading is quite complex. Many uncertainties still exist in this vital resea...
Eyes of Aniso-Axial Length Individuals Share Generally Similar Corneal Biometrics with Normal Eyes in Cataract Population
Eyes of Aniso-Axial Length Individuals Share Generally Similar Corneal Biometrics with Normal Eyes in Cataract Population
Aims. To determine the characteristics of corneal biometrics in eyes from aniso-axial length cataract patients compared with eyes from non-aniso-axial length individuals. Methods. ...
Analysis of rigid flange of bridge truss girder
Analysis of rigid flange of bridge truss girder
Contemporary bridge truss girders have usually “W” bracing and spacing of cross beams smaller than spacing of truss nodes. The flange at deck level is loaded at its nodes and betwe...

