Tag Archives: contact elements

Secondary moments in prestressed beams with FEA-2

Posted on 14/02/2023 by dougaj4

Following the first post in this series, this post compares friction losses in prestressing cables as defined in the Australian Concrete Structures Code (AS 3600), compared with a cable modelled with contact elements in Strand7. The example used is based … Continue reading →

Posted in Beam Bending, Excel, Finite Element Analysis, Frame Analysis, Newton, Strand7 | Tagged contact elements, Excel, FEA, Friction losses, prestressing, sticking friction stiffness, Strand7 | 1 Comment

	dougaj4 on py_RC Design with 3D Cach…
	doug marcus on py_RC Design with 3D Cach…
	Enrique on DigitGraph Spreadsheet and Web…
	py_RC Design with 3D… on py_RC Design 2
	py_RC Design with 3D… on Passing 3D arrays to Excel wit…
	Z on Solving polynomials –…
	dougaj4 on Solving polynomials –…
	VBA polynomial funct… on Calling Numpy polynomial funct…
	VBA polynomial funct… on Solving higher order poly…
	VBA polynomial funct… on Complex Numbers and Solving Qu…
	VBA polynomial funct… on Solving polynomials –…
	Z on Solving polynomials –…
	dougaj4 on Solving polynomials –…
	Z on Solving polynomials –…
	Z on Solving polynomials –…

Tag Archives: contact elements

Secondary moments in prestressed beams with FEA-2

Categories

RSS Feed

Search NewtonExcelBach

Archives

Top Posts

Recent Comments

Blogroll

Family Links