Modular Building Using Composites v1
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© SAM 2014. All rights reserved. Confidential and proprietary document.This document and all information contained herein is the sole property of SAM Aerospace Malaysia (SAM) Sdn. Bhd. No intellectual property rights are granted by the delivery of this document or the disclosure of its content. This document shall not be reproduced or disclosed to a third party without the express written consent of SAM Aerospace Malaysia Sdn. Bhd. This document and its content shall not be used for any purpose other than that for which it is supplied.
Nor Azrin Bin Nor Azman
This document describes the research findings based on the study conducted by the presenter.
Modular Construction: Using Composites
12.08.2015
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TBD
TBD
Graduate Consultant Engineer
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1. Overview•
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2. Background• Modular Construction
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Figure 1 shows general overview of modern modular construction (MMC) [1]
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3. Background• Feather-Weight
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Figure 2: Lightweight properties of composite could improve transportation efficiency
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3. Background• Feather-Weight
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Figure 2: Lightweight properties of composite could improve transportation efficiency
Point A
Point B
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16000kg
From Point A
To Point B
High Fuel Consumption
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Ideal Open Space Layout
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Weight Saving
Wide Living Space
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Composite Prepreg
Composite I-beam
Composite SHS
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Lightweight High Strength-To-Weight ratio
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1. Problem Statement
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1. Problem Statement
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Module 1
6 meters
Module 1 Module 2
12 meters
Module 1
12 meters
Floor Beam
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1. Problem Statement
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12 meters
Fixed EndFixed End
Dead (self weight) + Live(occupants)
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12 meters
Deflection
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5. Findings• Weight
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Material Improvement (%)
Steel -
Carbon Fibre 79
Glass Fibre 77
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5. Findings• Deflection
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Deflection Limit = 34mm
Material I-Beam (%) SHS (%)
Steel - -
Carbon Fibre -42 -63
Glass Fibre 200 200
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5. Findings• Factor of Safety
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FoS >= 2
Material I-Beam (%) SHS (%)
Steel - -
Carbon Fibre 138 6
Glass Fibre 14 -44
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• Significant improvement observed• Weight Saving• Approximately 70% weight loss over metal
• Deflection• Carbon fibre composite reduced beam deflection by 50%• Glass fibre composite deflects 200 times more than steel
• Factor of Safety• Carbon fibre composite 138 times stronger than steel• Glass fibre composite almost 40 times weaker than steel
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6. Conclusion
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8. Recommendation
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7. Conclusion and Recommendations
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Area Description
Material Data• Experimental value needed• Non-linear gives better prediction
Load Cases • Test for multiple directions
Joining Method• Fastener checks• Attachment with other components
Environment• Earthquake• Fire
Table 7: Recommended research area that could improve the output accuracy
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Reference Number Document title[1] Mike Riley and Alison Cotgrave, Construction Technology 2: Industrial and
Commercial Building, Surrey: Palgrave Macmillan, 2014.
[2] Mark Lawson, Building Design Using Modules, Silwood Park: SCI Publication, 2007
[3] Mark Lawson, Ray Ogden and Chris Goodier, Design in Modular Construction, Florida: CRC Press, 2014.
[4] N.A. Nor Azman, Finite Element Analysis of Composite Beams in Modular Buildings, Wrexham: Glyndwr University, 2015
[5] John L. Clarke, Structural Design of Polymer Composites: EUROCOMP Design Code and Handbook, London: E & FN SPON, 1996.
[6] Guido Dhondt, “Eight-node shell element (S8 and S8R),” Massachusetts Institute of Technology, 2 March 2014. [Online]. Available: http://web.mit.edu/calculix_v2.7/CalculiX/ccx_2.7/doc/ccx/node39.html. [Accessed 19 April 2015]
[7] J. Loughlan, Thin-Walled Structures, Danvers: CRC Press, 2004.
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9. List Of References•
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Module 1 Module 2
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Module 1
Module 2
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Module 16 meters
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Module 16 meters
Module 26 meters
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Module 16 meters
Module 26 meters
Module 112 meters
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Module 1 Module 2
Module 1 Module 2
Module 1