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contributor authorLin Chen
contributor authorHao Wu
contributor authorTao Liu
date accessioned2022-01-30T20:09:17Z
date available2022-01-30T20:09:17Z
date issued2020
identifier other%28ASCE%29ST.1943-541X.0002571.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266605
description abstractIn this study, finite element (FE) simulation is conducted to analyze the dynamic response and damage/failure characteristics of typical three-column reinforced concrete (RC) piers under vehicle collision, taking into account key variables such as vehicular kinetic energy, diameter of piers and hoops, axial compression ratio, foundation depth and engine mass, and others. Based on the simulation results, an improved formula is proposed for calculating the axial force increment of RC piers during impact. An analytical approach for evaluating the shear performance of RC piers under vehicle collision is developed by combining a formerly established truck collision model. Furthermore, a new type of equivalent static force regarding the shear failure of RC piers under vehicle collision is also proposed and used to criticize the effectiveness of the AASHTO code.
publisherASCE
titleShear Performance Evaluation of Reinforced Concrete Piers Subjected to Vehicle Collision
typeJournal Paper
journal volume146
journal issue4
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0002571
page04020026
treeJournal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 004
contenttypeFulltext


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