Ultimate Resistance of Stiffened Curved Plates with Trapezoidal Stiffeners under Uniaxial Compression

Author:

Xiao Haizhu1,Wei Xing2ORCID,Liu Mingyang3,Li Gang1,He Dongsheng4

Affiliation:

1. Ph.D. Candidate, Dept. of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China.

2. Professor, Dept. of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China (corresponding author). ORCID: .

3. Engineer, China Railway Engineering Design and Consulting Group Co., Ltd., Beijing 100055, China.

4. Senior Engineer, China Railway Major Bridge Reconnaissance & Design Institute Co., Ltd., Wuhan 43035, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference25 articles.

1. Buckling Strength Increment of Curved Panels Due to Rotational Stiffness of Closed-Section Ribs Under Uniaxial Compression

2. Batdorf S. B. and M. Schildcrout. 1948. Critical axial-compressive stress of a curved rectangular panel with a central chordwise stiffener. Technical Rep. Washington DC: NASA.

3. Becker H. 1958. Handbook of structural stability part VI: Strength of stiffened curved plates and shells. Technical Rep. Washington DC: NASA.

4. Beg, D., U. Kuhlmann, L. Davaine, and B. Braun. 2010. Design of plated structures. 1st ed. ECCS Eurocode Design Manuals. Brussels: European Convention for Constructional Steelwork.

5. CEN (European Committee for Standardization). 2006. Design of steel structures, part 1–5: Plated structural elements. Eurocode 3. EN 1993-1-5. Brussels: CEN.

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