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Up-to-date progress in panel applications. Institut for Sandwichtechnology Prof. Dr.-Ing. Klaus Berner. Edinburgh, 23 th – 24 th of October 2008. One of the first German Approval for Sandwich-Panels 1978. German Approval for Sandwich-Panels - 1978.
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Up-to-date progress in panel applications Institut for Sandwichtechnology Prof. Dr.-Ing. Klaus Berner Edinburgh, 23th – 24th of October 2008
Advancement in the Field of Sandwich Panels • Advancement of the Production • Optimization of Material and Cross Section • Enlargement of the spectrum of use
Advancement in the Field of Sandwich Panels • Advancement of the Production • Optimization of Material and Cross Section • Enlargement of the spectrum of use
I. Advancement of the ProductionQuality Control with samples
I. Advancement of the ProductionResearch Project: qSpaiDevelopment of non destructive testing methods for sandwich panels Eureka project: Budget: 34.000,- € Status: completed
I. Advancement of the ProductionResearch Project: qSpai • Three principle ways to investigate sandwich panels • Rays • Mechanics • Thermal methods
I. Advancement of the ProductionResearch Project: qSpai X-Ray
I. Advancement of the ProductionResearch Project: qSpai Thermal methods Discontiuities in the panels lead to thermal differences • Passive Thermography • Lock-in Thermography • Pulse Thermography
I. Advancement of the ProductionResearch Project: qSpai Lock-in Thermography with results
I. Advancement of the ProductionResearch Project: qSpai Lock-in Thermography • Advantages • it works • complete surface areas can be monitored • the technique is known • Disadvantage • reflecting materials often don’t absorb enough energy to show a visible effect. Therefore a matting colour has to be used. • The pictures are sometimes not very clear. Therefore somebody has to watch the screen. • It is difficult to illuminate and to observe non flat geometries
I. Advancement of the ProductionResearch Project: qSpai Mechanical Methods • Macroscopic deformation • Oscillator coupled to the panel • Magnetic forces • Microscopic deformation • Ultrasound methods • Microflown • Measuring • Photometry • Vibrometry • Speckle Interferometry
I. Advancement of the ProductionResearch Project: qSpai Magnetic forces
I. Advancement of the ProductionResearch Project: qSpai Implementation of ….. design and realising
I. Advancement of the ProductionResearch Project: qSpai Implementation of …..
Advancement in the Field of Sandwich Panels • Advancement of the Production • Optimization of Material and Cross Section • Enlargement of the spectrum of use
II. Optimization of Material and Cross Section • PUR (PIR)-foam • EPS (XPS) • Mineral wool
II. Optimization of Material and Cross SectionResearch Project: SwichCore SwichCoreDevelopment of a new fire resistant core material FH3 - project: Budget: 163.000,- € Status: completed
Phenolic Foam II. Optimization of Material and Cross SectionResearch Project: SwichCore Developed core materials Hybrid Foam Sodium Silicate Composite “SiAC”
II. Optimization of Material and Cross SectionResearch Project: SwichCore Results of tensile-tests / Phenol
II. Optimization of Material and Cross SectionResearch Project: SwichCore Full scale tests / Phenol
Single Burning Item SBI-Test nach EN 13823 II. Optimization of Material and Cross SectionResearch Project: SwichCore Reaction to fire & Fire resistance Fire Resistance Test according to DIN EN 1364-1
II. Optimization of Material and Cross SectionResearch Project: SandTweak SandTweakOptimisation of geometry and core material of sandwich panels with metallic faces FH3 - project: Budget: 150.000,- € Status: running
II. Optimization of Material and Cross SectionResearch Project: SandTweak Cross Sections (out of German Approvals) roof panel 2008 – ArcelorMittal Construction 1978 – Laminoirs de Strasbourg
II. Optimization of Material and Cross SectionResearch Project: SandTweak Cross Sections (out of German Approvals) wall panel 2008 – ArcelorMittal Construction 1978 – Laminoirs de Strasbourg
II. Optimization of Material and Cross SectionResearch Project: SandTweak Core material (out of German Approvals) 2008 – ArcelorMittal Construction 1978 – Laminoirs de Strasbourg • Density 40 kg/m3 • Tensile strength with faces 0,09 N/mm2 • Shear strength 0,11 N/mm2 • Shear Modulus 2,5 N/mm2 • E-Modulus Core 2,4 N/mm2 • Density 39 kg/m3 • Tensile strength with faces 0,07 N/mm2 • Shear strength 0,14 N/mm2 • Shear Modulus 2,8 N/mm2 • E-Modulus Core 2,3 N/mm2
II. Optimization of Material and Cross SectionResearch Project: SandTweak sW vs. GC Internal forces (bending moment at internal support of a two span panel with flat faces) out of temperature Wrinkling stress sW (Plantema)
II. Optimization of Material and Cross SectionResearch Project: SandTweak Aim of optimization load capacity production costs material costs Algorithm of Optimization building physics production technology ecological compatibility fire performance
II. Optimization of Material and Cross SectionResearch Project: SandTweak Optimization of core material • Analyse of old test results (last four years) • Selection of “experience areas” for all mechanical values • Expanding the “experience areas” • Determination of new combinations for mechanical properties →new core material
II. Optimization of Material and Cross SectionResearch Project: SandTweak Optimization of core material Determination of new optimal variations of mechanical properties of core materials Load factor: Criterions of failure w→ 100 % fCv → 100 % fCc → 100 % w → 100 % Searching of: Mechanical properties from certain sets: Gc Gc1; Gc2 Ecc Ecc1; Ecc2 Ect Ect1; Ect2 fcc fcc1; fcc2 fcv fcv1; fcv2 Aiming at OPTIMUM concerning design
wD = +0,50 kN/m2wS = -0,25 kN/m2 FG III L L II. Optimization of Material and Cross SectionResearch Project: SandTweak Optimization of core material • Identification of the optimal core material for a double-span beam • Material values according to German Approval: allowable span LGC = 3.6 N/mm2, EC = 3.7 N/mm2, fCv = 0,110 N/mm2 L = 5.61 m • Material values optimized:allowable span LGC = 5.5 N/mm2, EC = 5.0 N/mm2, fCv = 0,085 N/mm2 L = 7.37 m • 31% longer spanswithout any further costs
Advancement in the Field of Sandwich Panels • Advancement of the Production • Optimization of Material and Cross Section • Enlargement of the spectrum of use
III. Enlargement of the spectrum of useOpenings requires additional girders
III. Enlargement of the spectrum of useResearch Project: SandFlat SandFlatResearch and Development of flat roof sandwich elements FH3 - project: Budget: 150.000,- € Status: completed
III. Enlargement of the spectrum of useResearch Project: SandFlat Deriving from problems in the industry a research project was established
III. Enlargement of the spectrum of useResearch Project: SandFlat Three important technical packages • Long-term loading of flat roof elements • Seals of flat roof elements • Fixings for flat roof elements
III. Enlargement of the spectrum of useResearch Project: SandFlat Creep-tests Loads due to snow Loads due to self-weight Loads due to high temperature
III. Enlargement of the spectrum of useResearch Project: SandFlat Ideas for new seals • Seals for transverse joint • Seals for longitudinal joint
III. Enlargement of the spectrum of useResearch Project: SandFlat Water column test (developed by iS-mainz)
III. Enlargement of the spectrum of useResearch Project: SandFlat Test of air and water tightness according to DIN EN 12865 & DIN EN 12114
III. Enlargement of the spectrum of useResearch Project: SandFlat Pilot-project