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Practical Second‐Order Inelastic Analysis of Semirigid Frames
- Source :
- Journal of Structural Engineering. 120:2156-2175
- Publication Year :
- 1994
- Publisher :
- American Society of Civil Engineers (ASCE), 1994.
-
Abstract
- The stability behavior of rigid and semirigid frames bent in the weak axis is investigated using a hardening plastic hinge method. The stability limit load of frames is usually overpredicted by the simple plastic hinge analysis neglecting the effect of partial plastification. The plastic zone analysis can predict the limit load more accurately but a large number of elements must be used. Hence, it is costly and time‐consuming. An alternative method called the “hardening plastic hinge method” is developed here for practical use. In the proposed method, one element is used per beam‐column. The initial yield surface including residual stress is first determined from the normalized moment‐curvature‐thrust relationship of W8×31 section. The member stiffness is then modified to simulate the effect of partial plastification through the concept of work‐hardening in which the average degradation of tangent stiffness of a cross section is calibrated against the slopes of the exact moment‐curvature‐thrust relationsh...
- Subjects :
- Materials science
Yield surface
business.industry
Mechanical Engineering
Stiffness
Tangent
Building and Construction
Structural engineering
Plasticity
Mechanics of Materials
Residual stress
Plastic hinge
Hardening (metallurgy)
medicine
Limit load
General Materials Science
medicine.symptom
business
Civil and Structural Engineering
Subjects
Details
- ISSN :
- 1943541X and 07339445
- Volume :
- 120
- Database :
- OpenAIRE
- Journal :
- Journal of Structural Engineering
- Accession number :
- edsair.doi...........6537fefc306c616abedddcda01aa5db9
- Full Text :
- https://doi.org/10.1061/(asce)0733-9445(1994)120:7(2156)