Hu Huanxiao, Liu Jing, Wu Haitao, Zhou Lixiang. THREE-DIMENSIONAL NUMERICAL ANALYSIS OF SOIL ARCHING EFFECT SURROUNDING ANTI-SLIDE PILE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 88-93. doi: 10.13204/j.gyjz201003020
Citation:
LUO Bin. Researth on Deflection Calculation Method of Bidirectional Composite Slab with Steel Fiber Recycled Concrete Prefabricated Plate[J]. INDUSTRIAL CONSTRUCTION , 2022, 52(11): 157-161,138. doi: 10.13204/j.gyjzG21101311
Hu Huanxiao, Liu Jing, Wu Haitao, Zhou Lixiang. THREE-DIMENSIONAL NUMERICAL ANALYSIS OF SOIL ARCHING EFFECT SURROUNDING ANTI-SLIDE PILE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 88-93. doi: 10.13204/j.gyjz201003020
Citation:
LUO Bin. Researth on Deflection Calculation Method of Bidirectional Composite Slab with Steel Fiber Recycled Concrete Prefabricated Plate[J]. INDUSTRIAL CONSTRUCTION , 2022, 52(11): 157-161,138. doi: 10.13204/j.gyjzG21101311
Researth on Deflection Calculation Method of Bidirectional Composite Slab with Steel Fiber Recycled Concrete Prefabricated Plate
Received Date: 2021-10-13
Abstract
In order to promote the application of recycled concrete in structural engineering, especially in industrial construction, a kind of steel fiber reinforced recycled concrete with prefabricated layer and cast-in-situ layer as bidirectional composite slab (semi-recycled-semi-ordinary concrete composite slab) was proposed. Based on the theory of elastic thin slab, a formula for calculating the deflection of elastic stage was established according to its orthotropic structural characteristics. The calculation method of elastic-plastic stage deflection considering precise bending moment was given. On this basis, the comparison between theoretical calculation and experimental results showed that the elastic and elastic-plastic stage deflection calculation presented in the paper was practical and effective.
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Cited by Periodical cited type(1) 1. 虞建，张纯，李睿，江汇强. 基于多任务学习的结构损伤识别. 南昌大学学报(工科版). 2022(04): 366-372 .
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