Theoretical Method of Strain Rate for RC Beam with Flexible Supports Under Blast Loading
Wanxiang Chena, b, Meng Jiang*, a, Zhikun Guoa, Wenguang Liangc
Identifiers and Pagination:Year: 2015
First Page: 207
Last Page: 212
Publisher Id: TOCIEJ-9-207
Article History:Received Date: 17/9/2014
Revision Received Date: 28/1/2015
Acceptance Date: 3/2/2015
Electronic publication date: 14/5/2015
Collection year: 2015
open-access license: This is an open access article distributed under the terms of the Creative Commons Attribution 4.0 International Public License (CC-BY 4.0), a copy of which is available at: https://creativecommons.org/licenses/by/4.0/legalcode. This license permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.
Strain rate is a vital factor for the design of a RC (Reinforced Concrete) member under blast loading. At present, it is not scientific and cut down the believability to assume the strain rate is a constant or to take the loading rate instead of the strain rate. In this paper, an analytical model of RC beams with flexible supports is presented, in which the elasticity, damping, and lumped mass of flexible support are taken into account. Theoretical method of strain rate for RC beam with flexible supports under blast loading is developed based on Euler-Bernoulli beams. It is indicated that the maximal values of strain rate are increased as the blast impulses and the overpressures increased, but the loading rates have not obvious influences on the strain rates. The maximal values and the vibration frequencies of strain rate are increased as support stiffness increased. The maximal values of strain rate are decreased as support damping increased, and the attenuation values of strain rate are accelerated. Calculations show that it will result in an overestimation of DIF (Dynamic Increase Factor) to take the loading rate instead of the strain rate.