Constitutive Model and Mechanical Properties of Grade 8.8 and 10.9 High-Strength Bolts at Elevated Temperatures-Reference-Cited by-同舟云学术

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Constitutive Model and Mechanical Properties of Grade 8.8 and 10.9 High-Strength Bolts at Elevated Temperatures

Published:2024-06 Issue:6 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Saglik Huseyin¹,Etemadi Ali²,Chen Airong³^ORCID,Ma Rujin⁴

Affiliation:

1. Ph.D. Candidate, College of Civil Engineering, Tongji Univ., Shanghai 200092, China.

2. Assistant Professor, Dept. of Civil Engineering, Istanbul Esenyurt Univ., Istanbul 34513, Turkey.

3. Professor, College of Civil Engineering, Tongji Univ., Shanghai 200092, China (corresponding author). ORCID: .

4. Associate Professor, College of Civil Engineering, Tongji Univ., Shanghai 200092, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12629

Reference42 articles.

1. Behaviour of bolted steel splice connections under fire

2. ASTM. 2013. Standard test methods for tension testing of metallic materials. West Conshohocken, PA: ASTM.

3. Constitutive model of high-performance bolts at elevated temperatures

4. Tensile Behaviour of Galvanised Grade 8.8 Bolt Assemblies in Fire

5. Stress–strain curves for stainless steel at elevated temperatures

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