Dynamic Large Deflection Response of RC Beams under Low-Speed Impact Loading
The dynamic large deflection response of RC beams under low-speed impact loading at their midspan is investigated in this paper. Two simple methods such as extended Hamilton’s principle and equivalent static hypothesis are used to establish the theoretical models for both simply supported and fully...
Saved in:
Main Authors: | Lu Guo, Renwei Mao, Zhifang Liu, Shiqiang Li, Guiying Wu, Zhihua Wang |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2020-01-01
|
Series: | Shock and Vibration |
Online Access: | http://dx.doi.org/10.1155/2020/8812890 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Effects of Variable Humidity on the Creep Behavior of Concrete and the Long-Term Deflection of RC Beams
by: Pengfei Li, et al.
Published: (2018-01-01) -
Finite Element Modeling of FRP-Strengthened RC Beam under Sustained Load
by: Shiyong Jiang, et al.
Published: (2018-01-01) -
Load Deflection Analysis of Beam-Column using Total Potential Energy (TPE) Principle
by: Manar A. Al-Fadul, et al.
Published: (2025-02-01) -
Damage Assessment of Two-Way Bending RC Slabs Subjected to Blast Loadings
by: Haokai Jia, et al.
Published: (2014-01-01) -
Behavior of RC Beams Under Two Points Load with Different Out-of-Plane Parts
by: Muhammed Nura Jasim, et al.
Published: (2024-12-01)