Mechanical Model for Shear Friction Capacity of Concrete at Construction Joints
This study examined the reliability and limitations of code equations for determining the shear friction strength of a concrete interface with construction joints. This was achieved by examining the code equations (ACI 318-14, AASHTO, and fib 2010) and comparing the results predicted by equations wi...
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Main Authors: | Seung-Jun Kwon, Keun-Hyeok Yang, Ju-Hyun Mun |
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Format: | Article |
Language: | English |
Published: |
Wiley
2018-01-01
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Series: | Advances in Materials Science and Engineering |
Online Access: | http://dx.doi.org/10.1155/2018/9264503 |
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