Experimental and Numerical Investigations of the Behavior of Flush End Plate Connections at Elevated Temperatures

Author:

Yu Hongxia1234,Burgess I. W.1234,Davison J. B.1234,Plank R. J.1234

Affiliation:

1. Lecturer, Dept. of Civil Engineering, Tsinghua Univ., China.

2. Professor, Dept. of Civil and Structural Engineering, Univ. of Sheffield, U.K.

3. Senior Lecturer, Dept. of Civil and Structural Engineering, Univ. of Sheffield, U.K.

4. Professor, School of Architecture, Univ. of Sheffield, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference10 articles.

1. ABAQUS. (2004). ABAQUS analysis user’s manual; version 6.5 .

2. Comparative tests on endplate beam-to-column connections

3. Moment–rotation–temperature curves for semi-rigid joints

4. Performance of beam-to-column joints in fire—A review

5. Ding J. (2007). “Behaviour of restrained concrete filled tubular columns and their joints in fire.” Ph.D. thesis The Univ. of Manchester Manchester U.K.

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