Results 211 to 220 of about 58,563 (266)
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Rotational Stability of Plastic Hinges

ce/papers, 2021
AbstractThis paper is part of a larger project that considers the design of large steel‐framed warehouses and distribution centres (‘Big Sheds’) in the context of the SCOSS Alert “Effects of Scale” [1]. These buildings are currently designed to Standards and design procedures that were intended for much smaller structures, and are now long out of date.
Roberts, Michael, Michael Davies, J.
openaire   +2 more sources

A VARIATIONAL PRINCIPLE FOR PLASTIC HINGES IN A BEAM

Mathematical Models and Methods in Applied Sciences, 2009
We focus on a variational model of an elastic–plastic beam which is clamped at both endpoints and subject to a transverse L∞ load: the mathematical formulation is a 1D free discontinuity problem with second-order energy dependent on gradient-jump integrals but not on the cardinality of gradient-discontinuity set.
PERCIVALE, DANILO, F. Tomarelli
openaire   +3 more sources

Plastic Hinge Analysis

Journal of Structural Engineering, 2001
Predicting behavior of plastic hinges subjected to large inelastic deformations caused by extreme loads such as earthquakes plays an important role in assessing maximum stable deformation capacities of framed concrete structures. This paper presents an analytical procedure that can be used to predict the behavior of plastic hinges in reinforced ...
Oguzhan Bayrak, Shamim A. Sheikh
openaire   +1 more source

Spread of Plasticity: Quasi‐Plastic‐Hinge Approach

Journal of Structural Engineering, 1994
The paper describes a method of inelastic analysis for steel frames that provides the accuracy of distributed plasticity methods with the computational efficiency of elastic‐plastic‐hinge methods. It accounts for spread‐of‐plasticity effects without the need for through‐section and lengthwise discretization of a beam‐column element.
Mourad R. Attalla   +2 more
openaire   +1 more source

Plastic Hinges in a Beam

2009
This talk focuses minimization of one-dimensional free discontinuity problem with second-order energy dependent on jump integrals but not on the cardinality of the discontinuity set.
PERCIVALE D, TOMARELLI, FRANCO
openaire   +3 more sources

Plastic Hinging in Reinforced Concrete

Journal of the Structural Division, 1966
The complete load-deflection history of 18 beams tested during 1952-54 and 18 beams tested during 1959-61 at the Univ. of Ill. allowed a study of the factors which contribute to ductility. All tests involved simple spans with load applied through a column stub at midspan to simulate the beam-column connection in a reinforced concrete frame.
Ned H. Burns, Chester P. Siess
openaire   +1 more source

Thermodynamics of plastic hinges with damage

Continuum Mechanics and Thermodynamics, 1991
This nice study treats the embedding of the planar bending problem of an elastic bar with plastic hinges in equilibrium thermodynamics. At first, the balances of momentum, angular momentum and energy are stated, then the entropy balance is formulated and discussed after introducing a damage hypothesis.
Bernstein, B.   +2 more
openaire   +1 more source

The Plastic Hinge

1995
The plastic hinge concept was introduced in Chapter 1 when the “hinge-by-hinge” method was applied to solve the fixed-ended beam problems. In this chapter, we shall elaborate the concept of the plastic hinge and plastic moment. The methods of computing the plastic moment and the methods of using plastic moment in the design of a cross section will be ...
W. F. Chen, I. Sohal
openaire   +1 more source

Plastic Shear Hinges in Steel Frames

Journal of Structural Engineering, 1983
A mechanism for use in the limit analysis of steel frames where yielding arises in webs of members from couples of closely spaced forces is developed. This mechanism, called the shear hinge, is based upon the shear-moment interaction of the short portion of beam bounded by the couple.
Daniel N. Manheim, Egor P. Popov
openaire   +1 more source

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