Strength Determination and Fracture Characteristics of Bolted Connections-Reference-Cited by-同舟云学术

Strength Determination and Fracture Characteristics of Bolted Connections

Published:2021-09 Issue:9 Volume:147 Page:04021132
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Wen Huajie¹,Mahmoud Hussam²^ORCID

Affiliation:

1. Structural Specialist, Exmar Offshore Company, Houston, TX 77042; formerly, Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523.

2. George T. Abell Professor in Infrastructure and Director, Structural Laboratory, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003076

Reference48 articles.

1. Aalberg A. and P. K. Larsen. 2001. “Bearing strength of bolted connections in high strength steel.” In Proc. 9th Nordic Steel Construction Conf. 859–866. Hervanta Finland: Tampere Univ. of Technology.

2. AIJ (Architectural Institute of Japan). 1990. Standard for limit state design of steel structures. Tokyo: AIJ.

3. AISC (American Institute of Steel Construction). 1999. Load and resistance factor design specification. Chicago: AISC.

4. AISC-LRFD (American Institute of Steel Construction-Load and Resistance Factor Design). 2005. Load and resistance factor design specification for structural steel buildings. Chicago: AISC-LRFD.

5. AISC-LRFD (American Institute of Steel Construction-Load and Resistance Factor Design). 2010. Specification for structural steel buildings. Chicago: AISC-LRFD.

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