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ANALYTICAL STUDY ON MOMENT ROTATION CURVE FOR BEAM- COLUMN STEEL CONNECTION WITH END PLATE
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ANALYTICAL STUDY ON MOMENT ROTATION CURVE FOR BEAM- COLUMN STEEL CONNECTION WITH END PLATE
1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 08 | Aug 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 579 ANALYTICAL STUDY ON MOMENT ROTATION CURVE FOR BEAM- COLUMN STEEL CONNECTION WITH END PLATE Pooja. N. Dolleshwar1, Anagha Gargatti2 1PG Student, Dept of civil engineering, K.L.S Gogte Institute Of Technology, Belagavi, Karnataka, India. 2Assistant Professor, Dept of civil engineering, K.L.S Gogte Institute Of Technology, Belagavi, Karnataka, India. ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - The structure connections should be studied carefully because it is always preferable for a structural part to break before a connection. It is always a brittle failure ifthe structural connection fails before the member, and the results will be disastrous. Present study is focused on determining the structural performance of various beam-column connections. The three-dimensional model of beam-column connection is made by using CATIA software. ANSYS software can predict the real behaviour of beam-to-column joints in steel sections subjected to point load is presented. It helps to study the behaviour of moment rotation curve for beam-column steel connection with end plate. Key Words: CATIA, ANASYS, End plate, Rigid joint, Semi- rigid joint, Hinged joint. 1. INTRODUCTION The load distribution of structural frames is significantly influenced by connections betweenbeamsandcolumns.The primary purpose of these connections is to transfer the load from the floor system and beams to the columns. In its most basic form, the beam is thought to be simply supported and the connection is primarily employed to transfer the end reaction of the beam to the end reaction of the beam to the column. When constraints are present, the beams end rotations are limited, and the resulting end moments can be used to lower the beams maximum positive moment. Moment-resistant joints are a common term for such connections. Shear connections are those that are only capable of transmitting the beamsreaction.Alsoofrelevance is how the link between the beam and column affects the general behaviour of the frame. Bolting or welding can be used to create these connections. The flexibility of the joint can range from a hinged to a rigid joint condition depending on the type of joining technique and components utilize to construct the joint. Any joint that produces more than 90% of the ideal rigid joint moment is categorized as rigid, and any joint that produces less than 10% of the ideal rigidjoints moment is categorized as a hinged joint. Joints that produce moments and rotations in between these two extremes are referred to as semi-rigid joints. 2. METHODOLOGY 2.1 Types of connections a) Beam-column with end plate connection Fig -1: Beam-column with end plate connection b) Beam-column with End plate and seatangleconnection Fig -2: Beam-column with end plate and seat angle connection
2.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 08 | Aug 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 580 c) Beam-column with seat angle and cleat angle connection Fig -3: Beam-column with seat angle and cleat angle connection Table -1: Section properties of Steel Descriptions Sizes Column ISHB 400 Beam ISMB 400 End plate 160*150*10 mm Cleat angle 60*60*6 mm Seat angle 150*75*12 mm Stiffeners 110*375*10 mm Bolt 20 mm Grade of bolt 4.6 Grade of steel 415 N/mm2 Table -2: Material properties of Steel Young’s modulus of Steel (GPa) 206 Poisson’s ratio of Steel (ν) 0.3 Density of Steel, (kg/m3) 7850 Yield Stress ( MPa ) 415 2.2 CATIA models of the steel connections The beam-column connections are modeled in CATIA software. CATIA stands for Computer Aided Three- Dimensional Interactive Application. CATIA is the industry- leading software for 3D CAD design excellence in engineering and product development. It is used to design, model, analyse and construct items. a) Beam-column with end plate connection Fig -4: Beam-column with end plate connection b) Beam-column with End plate and seat angle connection Fig -5: Beam-column with end plate and seat angle connection c) Beam-column with top and seat angle connection Fig -6: Beam-column with seat angle and cleat angle connection
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International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 08 | Aug 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 581 2.3 Analysis of the steel connections in ANSYS software a) Model 1: Beam-column with end plate connection Fig -7: meshed steel beam-column connection Fig -8: deflection of steel beam-column connection b) Model 2: Beam-column with End plate and seat angle connection Fig -9: meshed steel beam-column connection Fig -10: deflection of steel beam-column connection c) Model 3: Beam-column with seat angle and cleat angle connection Fig -11: meshed steel beam-column connection Fig -12: deflection of steel beam-column connection
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International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 08 | Aug 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 582 3. Results from ANSYS software Table -3: Analysis result of moment-rotation Moment (kN-m) Model 1 Model 2 Model 3 Rotation (rad) Rotation (rad) Rotation (rad) 0 0 0 0 30 5.445 0.1738 0.0614 60 10.891 0.3476 0.1220 90 16.337 0.5214 0.1841 120 21.783 0.6952 0.2454 150 27.229 0.8690 0.3068 180 32.674 1.0429 0.3682 210 38.120 1.2167 0.4295 240 43.566 1.3905 0.4909 270 49.011 1.5643 0.5523 300 54.445 1.7382 0.6137 330 59.903 1.9120 0.675 360 65.348 2.0858 0.7364 390 70.794 2.2596 0.7978 420 76.240 2.4330 0.8591 450 81.686 2.6072 0.9205 Chart -1: Combined moment v/s rotation graph 4. CONCLUSIONS i. Relative rotation is maximum for model 1 (beam- column with end plate connection). Hence it has very less stiffness and it can betreated aspinnedconnection. ii. Relative rotation is minimum for model 3 (beam- column with seat angle and cleat angle connection). Hence it has maximum stiffness compare to other connections and it can be treated as rigid connection. iii. Relative rotation for model 2 (beam-column with end plate and seat angle connection) is in between model 1 (beam-column with end plate connection) and model 3 (beam-column with seat angle and cleat angle connection). Hence it can be treated as partially restrained or semi rigid connection. iv. Moment in beam ends for model 1 (beam-column with end plate connection) is very less and hence it can be treated as pinned connection. v. Moment in beam ends for model 3 (beam-column with seat angle and cleat angle connection) is more and hence it can be treated as rigid connection. vi. Moment in beam ends for model 2 (beam-column with end plate and seat angle connection) is in between model 1 (beam-column with end plate connection)and model 3 (beam-column with seat angle and cleat angle connection). Hence it can be treated as semi rigid connection. vii. The behaviour of connections can be studied in an attractive and detailed manner using ANSYS. REFERENCES [1] Jobin Johnson, Sony Sabu “Analytical study on bolted end plate connection with different bolt materials and bolt arrangements”, International Research Journal of Engineering and Technology (IRJET),Vol 06, pp 2395- 0072, 05 May 2019. [2] Ahmed A. Osman, Sherif A. Mourad “Performance of extended end-plate bolted connections subjected to static and blast-like loads”, Springer, pp 1-25, 8 September 2021. [3] Mohammed M. Eladly, Benjamin W. Schafer “Numerical and analytical study of stainless-steel beam-to-column extended end-plate connections”, Elsevier, Vol 240, pp 0141-0296, 4 May 2021. [4] Kang Ma, Xihao Ye, Ruoyang Wu, Haifeng Yu,TianjiaoJin “Theoretical study on the rotation angle and bearing capacity of beam-to-column composite connections in prefabricated steel frames”, Elsevier, Vol 45, pp 2352- 7102, 5 November 2021.
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International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 08 | Aug 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 583 BIOGRAPHIES Pooja . N. Dolleshwar M.Tech Structural Engineering Student at K.L.S Gogte Institute of Technology, Belagavi. Prof. Anagha Gargatti Assistant Professor at K.L.S Gogte Institute of Technology, Belagavi.
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