scholarly journals Strength Calculation and Equal Load-Carrying-Capacity Design of an Undermatched HSLA Lap Joint under Out-of-Plane Bending

Metals ◽  
2021 ◽  
Vol 11 (1) ◽  
pp. 161
Author(s):  
Junli Guo ◽  
Zhibo Dong ◽  
Hongyuan Fang ◽  
Jiajie Wang
Keyword(s):  
Carrying Capacity ◽  
Calculation Method ◽  
Design Method ◽  
Strength Calculation ◽  
Weld Strength ◽  
Load Carrying Capacity ◽  
Lap Joint ◽  
Load Carrying ◽  
Out Of Plane ◽  
Plane Bending

This work aimed to design an undermatched lap joint that has an equal load-carrying capacity (ELCC) with a traditional equalmatched joint under out-of-plane bending. A weld strength calculation method was proposed based on the similarity of a lap joint and a T joint, as shown using linear elastic finite element (FE) analysis, and then applied in the analysis of a lap joint and the design of an ELCC lap joint. A single lap joint of HQ785 steel was chosen for experimental verification. The bending force limit of the ELCC joint was 93.35% of the theoretical prediction and 96.90% of the traditional equalmatched joint. The results show that the weld strength calculation method and the ELCC design method are reasonable and feasible.

scholarly journals CHARACTERIZATION OF ULTRASONIC ASSISTED ADHESIVE JOINTS

2016 ◽  
Vol 3 ◽  
pp. 52-55 ◽  
Author(s):  
Rainer Pauska ◽  
Umut Cakmak ◽  
Rainer Lottes ◽  
Zoltan Major
Keyword(s):  
Carrying Capacity ◽  
Adhesive Joints ◽  
Ultrasonic Waves ◽  
Load Carrying Capacity ◽  
Lap Joint ◽  
Shear Tests ◽  
Load Carrying ◽  
Ultrasonic Assisted ◽  
Joint Shear

Joining experiments using different adhesives were carried out. In addition to the adhesive, the specimens were also treated with ultrasonic waves to improve the load carrying capacity of the joined parts. Lap joint shear tests have been conducted to quantify this improvement.

scholarly journals 3D FE Analysis of an Embankment Construction on GRSC and Proposal of a Design Method

2013 ◽  
Vol 2013 ◽  
pp. 1-11 ◽  
Author(s):  
Yogendra K. Tandel ◽  
Chandresh H. Solanki ◽  
Atul K. Desai
Keyword(s):  
Carrying Capacity ◽  
Design Method ◽  
Soft Clay ◽  
Deformation Modulus ◽  
Diameter Ratio ◽  
Major Influence ◽  
Stone Column ◽  
Load Carrying Capacity ◽  
Lateral Deformation ◽  
Load Carrying

Stone column is often employed for strengthening of an embankment seated on deep soft clay. But in very soft clay having undrained shear strength less than or equal to 15 kPa, stone column may not derive adequate load carrying capacity and undergo large lateral deformation due to inadequate lateral confinement. In such circumstances, reinforcement to individual stone column by geosynthetics enhances load carrying capacity and reduces lateral deformation. This paper addresses parametric study on behaviour of embankment resting on Geosynthetic Reinforced Stone Column (GRSC) considering parameters such as stone column spacing to diameter ratio, deformation modulus of stone column material, geosynthetic stiffness, thickness of soft clay, and height of embankment by 3D numerical analysis. Finally, equation for Settlement Improvement Factor (SIF), defined as ratio between settlement of embankment without treatment and with geosynthetic reinforced stone column, is proposed that correlates with the major influence parameters such as stone column spacing to diameter ratio, deformation modulus of soft clay, and geosynthetic stiffness.

New calculation method of the micropitting load carrying capacity of bevel and hypoid gears

2019 ◽  
Vol 83 (3) ◽  
pp. 603-609
Author(s):  
J. Pellkofer ◽  
M. Hein ◽  
T. Reimann ◽  
M. Hombauer ◽  
K. Stahl
Keyword(s):  
Carrying Capacity ◽  
Calculation Method ◽  
Load Carrying Capacity ◽  
Hypoid Gears ◽  
Load Carrying

New calculation method for the scuffing load-carrying capacity of bevel and hypoid gears

2019 ◽  
Vol 233 (21-22) ◽  
pp. 7328-7337 ◽  
Author(s):  
J Pellkofer ◽  
I Boiadjiev ◽  
D Kadach ◽  
M Klein ◽  
K Stahl
Keyword(s):  
Carrying Capacity ◽  
Calculation Method ◽  
Power Transmission ◽  
Field Application ◽  
Load Carrying Capacity ◽  
Hypoid Gears ◽  
Tribological System ◽  
Higher Power ◽  
Load Carrying ◽  
Tooth Flank

Future trends indicate that the demands on bevel and hypoid gears for higher power transmission and lower weight are continuously increasing. Beside typical fatigue failures such as pitting, tooth root breakage, and tooth flank fracture, spontaneous failures such as scuffing are often observed if the load-carrying capacity of the tribological system consisting of gears and lubricant is exceeded. This paper gives an overview of the newest findings on scuffing specifically on bevel and hypoid gears and discusses the hypoid-specific decisive influence parameters. Furthermore, the newly developed calculation method as well as its verification with test results and results from field application are presented.

Limit-Load Analysis of Pipe Bends Under Out-of-Plane Moment Loading and Internal Pressure

2001 ◽  
Vol 124 (1) ◽  
pp. 32-37 ◽  
Author(s):  
Hashem M. Mourad ◽  
Maher Y. A. Younan
Keyword(s):  
Internal Pressure ◽  
Carrying Capacity ◽  
Limit Load ◽  
Factor H ◽  
Load Carrying Capacity ◽  
Pipe Bend ◽  
Loading Mode ◽  
Load Carrying ◽  
Out Of Plane ◽  
Plane Direction

The purpose of this work is to study the load-carrying capacity of pipe bends, with different pipe bend factor h values, under out-of-plane moment loading; and to investigate the effect of internal pressure on the limit moments in this loading mode. The finite element method is used to model and analyze a standalone, long-radius pipe bend with a 16-in. nominal diameter, and a 24-in. bend radius. A parametric study is performed in which the bend factor takes ten different values between 0.0632 and 0.4417. Internal pressure is incremented by 100 psi for each model, until the limit pressure of the model is reached. The limit moments were found to increase when the internal pressure is incremented. However, beyond a certain value of pressure, the effect of pressure is reversed due to the additional stresses it engenders. Expectedly, increasing the bend factor leads to an increase in the value of the limit loads. The results are compared to those, available in the literature, of a similar analysis that treats the in-plane loading mode. Pipe bends are found to have the lowest load-carrying capacity when loaded in their own plane, in the closing direction. They can sustain slightly higher loads when loaded in the out-of-plane direction, and considerably higher loads under in-plane bending in the opening direction.

Sign in / Sign up

Export Citation Format

Share Document