Prof Colin Bailey
CBE, FREng, BEng, PhD, CEng, FICE, FIStructE, MIFireE

All Publications

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2009

• Ellobody E and Bailey CG (2009). Modelling of unbonded post-tensioned concrete slabs under fire conditions. Fire Safety Journal, Elsevier vol. 44 (2), 159-167.  
  DOI 10.1016/j.firesaf.2008.05.007
  
  01-02-2009

2008

• Ellobody EAM and Bailey CG (2008). Modelling of bonded post-tensioned concrete slabs in fire. Proceedings of The Institution of Civil Engineers - Structures and Buildings, Ice Publishing vol. 161 (6), 311-323.  
  DOI 10.1680/stbu.2008.161.6.311
  
  01-12-2008
• Giroldo F and Bailey CG (2008). Experimental bond behaviour of welded mesh reinforcement at elevated temperatures. Magazine of Concrete Research, Ice Publishing vol. 60 (1), 23-31.  
  DOI 10.1680/macr.2007.00034
  
  01-02-2008
• (2008). Simplified and Advanced Analysis of Membrane Action of Concrete Slabs. Aci Structural Journal, American Concrete Institute vol. 105 (1) 
  DOI 10.14359/19066
  
  01-01-2008

2007

• Bailey CG and Toh WS (2007). Small-scale concrete slab tests at ambient and elevated temperatures. Engineering Structures, Elsevier vol. 29 (10), 2775-2791.  
  DOI 10.1016/j.engstruct.2007.01.023
  
  01-10-2007
• Bailey CG and Toh WS (2007). Behaviour of concrete floor slabs at ambient and elevated temperatures. Fire Safety Journal, Elsevier vol. 42 (6-7), 425-436.  
  DOI 10.1016/j.firesaf.2006.11.009
  
  01-09-2007
• Tafreshi A and Bailey CG (2007). Instability of imperfect composite cylindrical shells under combined loading. Composite Structures, Elsevier vol. 80 (1), 49-64.  
  DOI 10.1016/j.compstruct.2006.02.031
  
  01-09-2007
• Pope ND and Bailey CG (2007). Development of a Gaussian glass breakage model within a fire field model. Fire Safety Journal, Elsevier vol. 42 (5), 366-376.  
  DOI 10.1016/j.firesaf.2006.12.005
  
  01-07-2007

2006

• Pope ND and Bailey CG (2006). Quantitative comparison of FDS and parametric fire curves with post-flashover compartment fire test data. Fire Safety Journal, Elsevier vol. 41 (2), 99-110.  
  DOI 10.1016/j.firesaf.2005.11.002
  
  01-03-2006

2005

• Wu ZJ and Bailey CG (2005). Fracture Resistance of a Cracked Concrete Beam Post-strengthened with FRP Sheets. International Journal of Fracture, Springer Nature vol. 135 (1-4) 
  DOI 10.1007/s10704-005-3468-z
  
  01-09-2005

2004

• Bailey C (2004). Indicative fire tests to investigate the behaviour of cellular beams protected with intumescent coatings. Fire Safety Journal, Elsevier vol. 39 (8), 689-709.  
  DOI 10.1016/j.firesaf.2004.06.007
  
  01-11-2004
• Foster SJ, Bailey CG, Burgess IW and Plank RJ (2004). Experimental behaviour of concrete floor slabs at large displacements. Engineering Structures, Elsevier vol. 26 (9), 1231-1247.  
  DOI 10.1016/j.engstruct.2004.04.002
  
  01-07-2004
• Bailey C (2004). Structural fire design: core or specialist subject? The Structural Engineer vol. 82 (9), 32-38.  
  QMRO
  
  01-05-2004
• Huang Z, Burgess I, Plank R and Bailey C (2004). Comparison of BRE simple design method for composite floor slabs in fire with non‐linear FE modelling. Fire and Materials, Wiley vol. 28 (2‐4), 127-138.  
  DOI 10.1002/fam.847
  
  01-03-2004

2003

• (2003). Discussion: Holistic behaviour of concrete buildings in fire. Proceedings of The Institution of Civil Engineers - Structures and Buildings, Ice Publishing vol. 156 (4), 422-424.  
  DOI 10.1680/stbu.2003.156.4.422
  
  01-11-2003
• Bailey CG (2003). Efficient arrangement of reinforcement for membrane behaviour of composite floor slabs in fire conditions. Journal of Constructional Steel Research, Elsevier vol. 59 (7), 931-949.  
  DOI 10.1016/s0143-974x(02)00116-5
  
  01-07-2003
• Bailey CG (2003). Large scale fire test on a composite slim-floor system. Steel and Composite Structures, Techno-Press vol. 3 (3), 153-168.  
  DOI 10.12989/scs.2003.3.3.153
  
  25-06-2003

2002

• Bailey C (2002). Holistic behaviour of concrete buildings in fire. Proceedings of The Institution of Civil Engineers - Structures and Buildings, Ice Publishing vol. 152 (3), 199-212.  
  DOI 10.1680/stbu.2002.152.3.199
  
  01-08-2002

2001

• Bailey CG (2001). Membrane action of unrestrained lightly reinforced concrete slabs at large displacements. Engineering Structures, Elsevier vol. 23 (5), 470-483.  
  DOI 10.1016/s0141-0296(00)00064-x
  
  01-05-2001

2000

• Bailey CG, White DS and Moore DB (2000). The tensile membrane action of unrestrained composite slabs simulated under fire conditions. Engineering Structures, Elsevier vol. 22 (12), 1583-1595.  
  DOI 10.1016/s0141-0296(99)00110-8
  
  01-12-2000
• Bailey CG (2000). The influence of the thermal expansion of beams on the structural behaviour of columns in steel-framed structures during a fire. Engineering Structures, Elsevier vol. 22 (7), 755-768.  
  DOI 10.1016/s0141-0296(99)00028-0
  
  01-07-2000
• Bailey C and Moore DB (2000). The structural behaviour of steel frames with composite floorslabs subject to fire. The Structural Engineer, The Institution of Structural Engineers, 19-27.  
  QMRO
  
  01-06-2000
• Bailey C (2000). Effective lengths of concrete-filled steel square hollow sections in fire. Proceedings of The Institution of Civil Engineers - Structures and Buildings, Ice Publishing vol. 140 (2), 169-178.  
  DOI 10.1680/stbu.2000.140.2.169
  
  01-05-2000

1999

• Bailey CG, Moore DB and Lennon T (1999). The structural behaviour of steel columns during a compartment fire in a multi-storey braced steel-frame. Journal of Constructional Steel Research, Elsevier vol. 52 (2), 137-157.  
  DOI 10.1016/s0143-974x(99)00036-x
  
  01-11-1999
• Bailey CG (1999). The behaviour of asymmetric slim floor steel beams in fire. Journal of Constructional Steel Research, Elsevier vol. 50 (3), 235-257.  
  DOI 10.1016/s0143-974x(98)00247-8
  
  01-06-1999
• Bailey C, Lennon T and Moore DB (1999). The behaviour of full-scale steel-framed buildings subjected to compartment fires. The Structural Engineer vol. 77 (8), 15-21.  
  QMRO
  
  01-04-1999

1998

• Bailey C (1998). Computer modelling of the corner compartment fire test on the large-scale Cardington test frame. Journal of Constructional Steel Research, Elsevier vol. 48 (1), 27-45.  
  DOI 10.1016/s0143-974x(97)00078-3
  
  01-10-1998
• Bailey CG (1998). Development of computer software to simulate the structural behaviour of steel-framed buildings in fire. Computers & Structures, Elsevier vol. 67 (6), 421-438.  
  DOI 10.1016/s0045-7949(98)00096-0
  
  01-06-1998
• Bailey C and Newman GM (1998). The design of steel framed buildings without applied fire protection. The Structural Engineer, 77-81.  
  01-01-1998

1996

• Bailey CG, Burgess IW and Plank RJ (1996). Analyses of the effects of cooling and fire spread on steel-framed buildings. Fire Safety Journal, Elsevier vol. 26 (4), 273-293.  
  DOI 10.1016/s0379-7112(96)00027-6
  
  01-06-1996
• Bailey C, Burgess IW and Plank RJ (1996). Computer simulation of a full-scale structural fire test. The Structural Engineer, 93-100.  
  QMRO
  
  01-01-1996
• Bailey CG, Burgess IW and Plank RJ (1996). The lateral-torsional buckling of unrestrained steel beams in fire. Journal of Constructional Steel Research, Elsevier vol. 36 (2), 101-119.  
  DOI 10.1016/0143-974x(95)00014-m
  
  01-01-1996

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