Tag Archives: Pilkey

Deflections and Moments in Rectangular Plates

Posted on 09/08/2020 by dougaj4

Following a question here I have compared tabulated coefficients for deflections and bending moments in a rectangular plate with results of a Strand7 analysis using 8 noded plate/shell elements. The results are summarised below, and in a spreadsheet which also … Continue reading →

Posted in Beam Bending, Curve fitting, Excel, Finite Element Analysis, Newton | Tagged Excel, FEA, Linest, Moody, Pilkey, plate bending, plate deflections, Plate stresses, Roark, Strand7, Timoshenko | 7 Comments

Buckling of Tubes – 2

Posted on 06/07/2011 by dougaj4

Following on from yesterday’s post, today we’ll look at the buckling of the cylindrical tubes: The tube in this analysis was defined to have a small (0.01 mm) asymmetric bulge at mid height, to initiate buckling. The video shows that … Continue reading →

Posted in Newton | Tagged Buckling Cylinder, Pilkey, Roarke, Strand7 | Leave a comment

	dougaj4 on The TrimRange Function
	khoitsma on The TrimRange Function
	py_UMom 1-05 \| Newto… on py_UMom 1.04
	py_UMom 1.04 \| Newto… on py_UMom spreadsheet and OptShe…
	Mandelbrot, Mojo, Nu… on Computing and plotting the Man…
	py_Numpy update 2: P… on Numpy where and split, and py_…
	Numpy where and spli… on Scipy functions with Excel and…
	py_RC Elastic 1.05 w… on Elastic Biaxial Bending
	py_RC Elastic 1.05 w… on py_RC Elastic 1.04 and fatigue…
	ConBeamU update \| Ne… on Using ConbeamU
	dougaj4 on Using ConbeamU
	tester on Using ConbeamU
	Evaluate and display… on Scipy Functions with Excel and…
	py_RC Elastic 1.04 a… on New Australian Bridge Code and…
	Importing text files… on Importing text files with VBA…

Tag Archives: Pilkey

Deflections and Moments in Rectangular Plates

Buckling of Tubes – 2

Categories

RSS Feed

Search NewtonExcelBach

Archives

Top Posts

Recent Comments

Blogroll

Family Links