journal article·2018-12Open access

An experimental study on the lateral pressure in foam-filled wall panels with pneumatic formwork

Bijan Samali, Saeed Nemati, Phezhman Sharafi, Mojtaba Abtahi, Yahya Aliabadizadeh

Abstract

Applications of structural wall panels using flexible formwork systems have recently attracted the attention of architects and engineers. Many of such panelised systems in the market are foam-filled walls, mainly presented in the form of sandwich panels. Knowledge of cast-in-situ induced lateral pressure on the formwork is critical for the economical and safe design of flexible formwork for construction. Formwork cost, on the other hand, comprises a high proportion of the total cost of a building constructed by cast-in-situ materials. Although extensive research has been conducted on the lateral pressure of concrete formwork, the components and mechanics of the lateral pressure in foam-filled walls have not been thoroughly understood. This paper will investigate the lateral deformation, and then lateral pressure on flexible fabric formwork used for construction of polyurethane foam-filled panels. From the lateral pressure on the formwork, the tension forces in the ties are calculated by measuring the compressive force developed between the formwork edges. The results are used for design of intermediate ties for controlling the lateral deformations in an innovative foam filled panelised system, which has been designed for rapid assembly of semi-permanent buildings for post disaster housing. Keywords: Flexible formwork, Lateral deformation, Pressure, Polyurethane foam, Fabric formwork
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Research context

OpenAlex topics: Innovations in Concrete and Construction Materials · BIM and Construction Integration · Architecture and Computational Design

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References (45)

Show source-provided references
1. Improved productivity using a modified table formwork system for high-rise building in Korea10.1016/j.buildenv.2004.06.023 ↗
2. Comparison of timber and metal formwork systems10.1680/warm.2008.161.1.29 ↗
3. Hurd · 1995
4. Identification of factors and multi-criteria decision analysis of the level of modularization in building construction
5. Interlocking system for enhancing the integrity of multi-storey modular buildings10.1016/j.autcon.2017.10.023 ↗
6. Automated spatial design of multi-story modular buildings using a unified matrix method10.1016/j.autcon.2017.06.025 ↗
7. A flexible mold for double curved precast concrete elements
8. Fabric formwork for concrete structures and architecture
9. Fabric formwork for ultra high performance fibre reinforced concrete structures
10. Concrete structures using fabric formwork
11. Conceptual design optimization of rectilinear building frames: a knapsack problem approach10.1080/0305215X.2014.963068 ↗
12. Charged System Search Algorithm for Minimax and Minisum Facility Layout Problems
13. ACI · 2004
14. Hanna · 1998
15. Hurd · 2005
16. History and overview of fabric formwork: using fabrics for concrete casting10.1002/suco.201100014 ↗
17. State-of-the-art report on fabric formwork
18. Schmitz · 2015 · 259
19. Influence of self-compacting concrete on the lateral pressure on formwork10.1680/stbu.2012.165.3.127 ↗
20. Effect of w/cm and high-range water-reducing admixture on formwork pressure and thixotropy of self-consolidating concrete
21. Analysis of casting rate for the validation of models developed to predict the maximum lateral pressure exerted by self-compacting concrete on vertical formwork10.1016/j.jobe.2016.03.008 ↗
22. An experimental study on the lateral pressure of fresh concrete in formwork10.1016/j.conbuildmat.2016.02.067 ↗
23. Investigations on the formwork pressure using self-compacting concrete
24. Effect of casting rate and concrete temperature on formwork pressure of self-consolidating concrete10.1007/s11527-005-9042-3 ↗
25. Khayat · 2007
26. Effect of section width and casting rate on variations of formwork pressure of self-consolidating concrete10.1007/BF02480577 ↗
27. Pressure of concrete on formwork
28. Pressure of concrete against formwork
29. Effect of formwork characteristics on SCC lateral pressure10.1061/(ASCE)MT.1943-5533.0001827 ↗
30. Ashby · 1997 · 183e231
31. Mechanical properties of CRETE, a polyurethane foam10.1002/(SICI)1097-4628(19980516)68:7<1045::AID-APP2>3.0.CO;2-F ↗
32. Water blown free rise polyurethane foams10.1002/pen.11408 ↗
33. Mechanical, morphological, and thermal properties of rigid polyurethane foams blown by distilled water10.1002/app.12238 ↗
34. Hydraulic resistance of rigid polyurethane foams. II. Effect of variation of surfactant, water, and nucleating agent concentrations on foam structure and properties10.1002/app.20762 ↗
35. Generalization and modelling of rigid polyisocyanurate foam reaction kinetics, structural units effect, and cell configuration mechanism10.1177/026248931703600601 ↗
36. Decision making on the optimised choice of pneumatic formwork textile for foam-filled structural composite panels
37. ASTM · 2017
38. Non-reinforced foam filled modules for rapidly assembled post disaster housing10.21660/2018.45.73573 ↗
39. ASTM-E1730 · 2015
40. Feasibility analysis of the use of rigid polyurethane foam in modular sandwich panels for rapid assembly structures10.21660/2018.51.06166 ↗
41. ASTM-D5199 · 2012
42. ASTM-D1505 · 2010
43. ASTM-D6693 · 2015
44. Edgewise and flatwise compressive behaviour of foam-filled sandwich panels with 3-D high density polyethylene skins10.5267/j.esm.2018.3.005 ↗
45. Flexural and shear performance of an innovative foam-filled sandwich panel with 3-D high density polyethylene skins10.5267/j.esm.2018.3.002 ↗