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Question on non-linear iteration in cases of force-controlled loading and displacement-controlled loading

Submitted by Liu Jinxing on

In all textbooks, when iteration methods are introduced, the iterative formula is always H(x)x+f=0, where f is the external force applied on the system. All methods are stated when f is fixed.

Question on the definitions of secant stiffness and tangent stiffness in iterative methods for non-linear problems

Submitted by Liu Jinxing on

Recently, I find that definitions of secant stiffness and tangent stiffness in many books seem pretty confused.Therefore, here I am giving the definitions I think correct, then give my questions on them.

Consider the equation

H(x)x+f=0

(1) Definition of tangent stiffness. As for the above equation, what is the tangent stiffness for some particular value x0?

Let's give the definition according basic knowledge of advanced mathematics. Let's consider the curve H(x)x~x. For this curve, y=H(x)x, so the tangent at x0 is

Shape memory alloy material models including plasticity implemented in ABAQUS

Submitted by Jim S. Olsen on

I am working with shape memory alloys (nitinol), and am in that respect investigating fracture behaviour of NiTi, using, among other things, simulations in ABAQUS. ABAQUS doesn't have a material model that include plasticity unless you pay for it. I am wondering if anyone have implemented either of the following models as a UMAT, and if you are willing to share the code with me.



The models I am interested in are:

The effects of boron dopings and boron grafts on the mechanical properties of single-walled carbon nanotubes

Submitted by haiyang song on

The effects of boron doping and boron grafts on the mechanical behaviour of armchair (6, 6)

and zigzag (10, 0) single-walled carbon nanotubes (SWCNTs) under axial loading are

investigated using the molecular dynamics (MD) simulation method. The results show that

Young’s moduli, the tension strength, the buckling loads and the buckling strains of SWCNTs

decrease after functionalization. The influences of the distribution density of functionalization

on Young’s moduli of SWCNTs are also systematically studied. The results show that Young’s

Concrete Damaged Plasticity

Submitted by looyong on
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Hi, I am currently trying to model a RC connection and I am using Concrete Damaged Plasticity, CDP, to model my concrete. WIthin this model, you would need to specify the tension damaged against strain or displacement. I have looked through the literature, there are many papers that talk about the damage, but they do not show how the tension damage was obtained.