scholarly journals NUMERICAL STUDIES ON THE SEISMIC BEHAVIOUR OF A PREFABRICATED MULTI-STOREY MODULAR STEEL BUILDING WITH NEW-TYPE BOLTED JOINTS

2021 ◽  
Keyword(s):  
Bolted Joints ◽  
Seismic Behaviour ◽  
Numerical Studies ◽  
Steel Building ◽  
New Type ◽  
Modular Steel Building

Lateral behaviour of modular steel building with simplified models of new inter-module connections

2021 ◽  
Vol 236 ◽  
pp. 112103
Author(s):  
Andrew William Lacey ◽  
Wensu Chen ◽  
Hong Hao ◽  
Kaiming Bi
Keyword(s):  
Simplified Models ◽  
Steel Building ◽  
Modular Steel Building

Experimental and numerical studies of bolted joints subjected to torsional excitation

2018 ◽  
Vol 32 (34n36) ◽  
pp. 1840083 ◽  
Author(s):  
Xuetong Liu ◽  
Jianhua Liu ◽  
Huajiang Ouyang ◽  
Zhenbing Cai ◽  
Jinfang Peng ◽  
...  
Keyword(s):  
Three Dimensional ◽  
Hysteresis Loops ◽  
Element Model ◽  
Bolted Joints ◽  
Torsional Angle ◽  
Numerical Studies ◽  
Dimensional Finite Element ◽  
Torsional Excitation ◽  
Three Dimensional Finite Element ◽  
Angular Amplitude

The dynamic response of bolted joints subjected to torsional excitation is investigated experimentally and numerically. First, the effects of the initial preload and the angular amplitude on axial force loss of the bolt were studied. Second, the change of hysteresis loops with the increasing number of loading cycles was found under a larger torsional angle. At last, a fine-meshed three-dimensional finite element model was built to simulate the bolted joint under torsional excitation, from which the hysteresis loops were obtained under varying angular amplitudes. The results of numerical analysis are in good agreement with those of experiments.

scholarly journals Falling weight impact test of a new-type flexible rock-shed

2018 ◽  
Vol 38 (2) ◽  
pp. 242-252
Author(s):  
Jianrong Yang ◽  
Zhiyu Zhang
Keyword(s):  
Experimental Studies ◽  
Steel Tube ◽  
Time Interval ◽  
Explicit Finite Element ◽  
Numerical Studies ◽  
Structural Details ◽  
Tensile Forces ◽  
New Type ◽  
Falling Weight ◽  
The Impact

A new concept of a flexible rock-shed is presented for protection of the railway from falling rocks. The flexible rock-shed is made of flexible nets connected by specific spring spacer bars to an array of reinforced concrete portable frames which are linked by a longitudinal steel tube truss. To evaluate the performance of the flexible rock-shed, experimental and numerical studies are carried out in the present study. Impact tests are conducted on a full-scale partial model of the prototype structure when it is subjected to a falling block of 340 kg. The impact time interval, maximum deflection of the flexible net, tensile forces in the supporting ropes, and axial strains of spring spacer bars are recorded. To further examine the dynamic behavior of the flexible rock-shed, numerical simulations are also carried out by using the explicit finite element code ANSYS/LS-DYNA. It is found that the numerical results coincide well with the experimental data and both the numerical and experimental studies reveal that the structure can withstand impact energy of 50 kJ with all the materials working in the elastic range. The structural details are improved and the basis for the design and construction of similar structures in the future is provided.<br>

scholarly journals Contributions of Flexible-Arch Configurations in Shimenzi Arch Dam: New Evidence from Field Measurements

2014 ◽  
Vol 2014 ◽  
pp. 1-9
Author(s):  
Jianwen Zhong ◽  
Enzhi Wang ◽  
Yuande Zhou ◽  
Qingbin Li ◽  
Penghui Li
Keyword(s):  
Field Measurements ◽  
Arch Dam ◽  
Artificial Joints ◽  
The Past ◽  
Numerical Studies ◽  
Force Transfer ◽  
New Type ◽  
Contraction Joint ◽  
Arch Structure ◽  
New Evidence

This paper presents a retrospective investigation into the performance of a new type of flexible-arch configurations in Shimenzi arch dam based on the past ten-year-long field measurements. The flexible-arch configurations are mainly comprised of artificial short joints at the middle downstream surface and a middle contraction joint with hinged well and enlarged arch ends with bending joints. Fundamental design considerations of these components are provided, and their contributions to the performance of Shimenzi arch dam are discussed in detail using the monitoring data from joint meters, strain gauges, and thermometers. Some elementary numerical studies have been conducted on a typical arch structure with different arrangements of artificial joints. Both the field data and numerical results prove well the effectiveness of the purposely built short joints and the middle contraction joint on the relaxation of tensile stress mobilization. Field survey data also clearly demonstrate the significance of the hinged well at the upstream side of the middle joint for a continuous arch force transfer.

Numerical and Experimental Study on Welded and Bolted Steel Beam–Column Connections Subjected to Cyclic Loading

2017 ◽  
Vol 11 (04) ◽  
pp. 1750014
Author(s):  
Jinwon Shin ◽  
Jinkyu Kim
Keyword(s):  
Numerical Solutions ◽  
Steel Structures ◽  
Bolted Joints ◽  
Dissipated Energy ◽  
Steel Beam ◽  
Stress And Strain ◽  
Bolted Joint ◽  
Cyclic Tests ◽  
Local Responses ◽  
Numerical Studies

This paper presents experimental and numerical studies for predicting the seismic responses of welded and bolted steel beam–column connections, namely, welded unreinforced flange and bolted web connection, and welded unreinforced flange and welded web connection. Cyclic tests of these connections composed of members applied widely to steel structures are conducted to examine their seismic performance. Numerical simulations with a focus on the bolted joint are conducted using a nonlinear finite element code. Two different strategies of modeling bolted parts are provided to improve the computational efficiency of numerical analysis: solid contact elements and more simply using shell connector elements. Numerical solutions obtained for full connection models are experimentally validated. The rotational capacity and dissipated energy of the welded and bolted connections are discussed. The local responses for stress and strain in the vicinity of welded and bolted joints are also investigated.

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