Published December 1, 2019 | Version v1
Journal article Metadata-only

Study on Design Method of Cold-formed Steel Beam with No Axis of Symmetry Section

Creators

  • 1. China State Construction Engineering Corporation Limited Technical Center, Beijing 101300 (China)
  • 2. Xi'an University of Architecture and Technology, Xi an 710055 (China)
  • 3. China Construction Integrated Housing Co., Ltd. Beijing 101300 (China)

Description

The paper mainly describes the detailed study resulted on bending carrying capacity of two kinds of cold-formedsteel beam with abroach and asymmetric section. This paper has completed 9 groups tests of torsion bending, and totally 12 specimen based on the current theory, deducing the critical moment of asymmetric section under lateral loading, providing the formula of coefficient of integral stability, and compared with tests results determined the simplified formula for engineering design. (paper)

Availability note (English)

Available from http://dx.doi.org/10.1088/1755-1315/358/5/052049

Additional details

Identifiers

DOI
10.1088/1755-1315/358/5/052049;

Publishing Information

Journal Title
IOP Conference Series: Earth and Environmental Science (Online)
Journal Volume
358
Journal Issue
5
Journal Page Range
[8 p.]
ISSN
1755-1315

Conference

Title
5. International Conference on Advances in Energy, Environment and Chemical Engineering
Dates
16-18 Aug 2019
Place
Shanghai (China)

INIS

Country of Publication
United Kingdom
Country of Input or Organization
International Atomic Energy Agency (IAEA)
INIS RN
53070768
Subject category
S36: MATERIALS SCIENCE; S42: ENGINEERING;
Resource subtype / Literary indicator
Conference
Descriptors DEI
BENDING; CAPACITY; COMPARATIVE EVALUATIONS; DESIGN; STEELS; SYMMETRY; TORSION
Descriptors DEC
ALLOYS; CARBON ADDITIONS; DEFORMATION; EVALUATION; IRON ALLOYS; IRON BASE ALLOYS; TRANSITION ELEMENT ALLOYS