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Nonlinear Calculations Methods for Polymeric Materials in Structural Glass Construction - an Overview


The result of the calculation for the strain energy density is shown below (Figure 5).
Fig. 5 Deformation energy density [J / mm³] in the cross section of the L-shaped adhesive joint (long side a), corner b), short side c)).
The section through the long and short side as well as through the module corner is displayed. The results clearly indicate the critically stressed areas in the adhesive. They occur where relatively thin adhesive layer thicknesses connect the two substrates and the load caused by large impediments to transverse expansion has high hydrostatic proportions. The model provides valuable insights into dimensioning and geometry optimization for the described component. ....

Bruxelles Capitale , City Of , United Kingdom , Thomas Schwarz , Technische Universit , Wolfgang Wittwer , Christian Scherer , Automobiltechnische Zeitschrift , Thomas Scherer , European Organisation For Technical Approvals , Chadstone Shopping Center , Ghent University , Taylor Francis Group , Structural Applications , Element Analysis , Shopping Mall , Struct Eng , European Organisation , European Technical Approval , Structural Sealant Glazing Kits , Elastic Adhesive Joints , Systematic Approach , Challenging Glass Conference Proceedings , Mid Term Conference , Structural Glass , Francis Group ,

Structural Fixings | Finding the right solution - New Civil Engineer


Structural Fixings | Finding the right solution
Selection of a structural anchor should be based on the performance needed for each application but how much is the decision process driven by previous specifications or brand? NCE joined forces with anchor specialist Liebig to look in detail at the issue.
The variety of off the shelf anchors and fixings available to structural engineers has grown significantly in the last decade and, beyond these ever more complex designs, there is also the option of bespoke solutions too. Knowing what’s out there can be just as much of a challenge as making the right design choice for the problem at hand – and few would dispute the possibility of specification changes on site have become an everyday occurrence. ....

United Kingdom , Paul Papworth , Construction Fixings Association , Bespoke Solutions , Standing Committee On Structural Safety , Standing Committee , Structural Safety , European Technical Approval , ஒன்றுபட்டது கிஂக்டம் , பால் பாப்வொர்த் , பிரத்தியேகமான தீர்வுகள் , நின்று குழு ஆன் கட்டமைப்பு பாதுகாப்பு , நின்று குழு , கட்டமைப்பு பாதுகாப்பு , ஐரோப்பிய தொழில்நுட்ப ஒப்புதல் ,