Effect of Concrete Slab Gradation on the Shear-Carrying Capacity of the Headed Stud Shear Connector-Reference-Cited by-同舟云学术

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Effect of Concrete Slab Gradation on the Shear-Carrying Capacity of the Headed Stud Shear Connector

Published:2024-08 Issue:3 Volume:29 Page:
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Varude Prajwal Chandrakant¹,Patil Yogesh Deoram²^ORCID,Singh Prakash Abhiram¹,Pardeshi Rahul Tarachand³^ORCID

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, Sardar Vallabhbhai National Institute of Technology, Surat, Gujarat 395007, India.

2. Associate Professor, Dept. of Civil Engineering, Sardar Vallabhbhai National Institute of Technology, Surat, Gujarat 395007, India (corresponding author). ORCID: .

3. Associate Professor, Dept. of Civil Engineering, Kalyani Charitable Trust’s Late G. N. Sapkal College of Engineering, Nashik, Maharashtra 422213, India. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/PPSCFX.SCENG-1384

Reference32 articles.

1. AISC. 2005. AISC specification for structural steel buildings. Chicago: AISC.

2. New methodology for calculating damage variables evolution in Plastic Damage Model for RC structures

3. Dynamic slant shear bond behavior between new and old concrete;Bo H.;Constr. Build. Mater.,2020

4. Assessing method of shear strength between old to new concrete interface under cycling loading

5. Experimental determination of crack softening characteristics of normalweight and lightweight concrete;Cornelissen H. A. W.;HERON,1986

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