Researth on Deflection Calculation Method of Bidirectional Composite Slab with Steel Fiber Recycled Concrete Prefabricated Plate

LUO Bin

doi:10.13204/j.gyjzG21101311

Volume 52 Issue 11

Nov. 2022

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2022 > 52(11): 157-161,138

Zheng Gang, Zhang Hui-dong, Liu Shuang-ju. ANALYSIS OF INTERACTION OF PILES AND SOIL ABOUT PILED CAP (FOUNDATION) WITH DIFFERENT CONNECTION BETWEEN PILE TOP AND CAP (FOUNDATION)[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 65-69,5. doi: 10.13204/j.gyjz200606019

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

Citation:

PDF( 4965 KB)

Researth on Deflection Calculation Method of Bidirectional Composite Slab with Steel Fiber Recycled Concrete Prefabricated Plate

doi: 10.13204/j.gyjzG21101311

LUO Bin

Civil Engineering Institute, Lanzhou University of Technology, Lanzhou 730050, China

Received Date: 2021-10-13

Abstract

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.
- composite slab,
- steel bar truss,
- green concrete,
- orthotropy,
- theory of plates and shells

FullText(HTML)

References(12)

References

[1]	丁大钧. 薄板按弹性和塑性理论计算[M]. 南京:东南大学出版社, 1991.
[2]	姜磊. 钢筋混凝土双向板挠度的试验研究与分析控制[D]. 西安:西安建筑科技大学, 2011.
[3]	王俊, 赵基达, 胡宗羽. 我国建筑工业化发展现状与思考[J]. 土木工程学报, 2016(5):1-8.
[4]	MOHAMAD N, KHALIFA H, SAMAD A A, et al. Structural performance of recycled aggregate in CSP slab subjected to flexure load[J]. Construction and Building Materials, 2016, 115:669-680.
[5]	黄海林, 吴方伯, 祝明桥, 等. 板肋形式对预制带肋底板混凝土叠合板受弯性能的影响研究[J]. 建筑结构学报, 2015, 36(10):66-72.
[6]	侯和涛, 冯明远, 邱灿星, 等. 预应力混凝土钢肋叠合板受弯性能试验与理论研究[J]. 建筑结构学报, 2018, 39(3):103-110.
[7]	周梅, 张院强, 杨尚谕, 等. 自燃煤矸石砂轻混凝土单向叠合板的受弯性能[J]. 建筑材料学报,2021, 24(5):1066-1072.
[8]	中华人民共和国住房和城乡建设部.混凝土结构试验方法标准:GB/T 50152-2012[S]. 北京:中国建筑工业出版社, 2012:17-25.
[9]	徐芝纶. 板壳理论[M]. 北京:高等教育出版社, 2006.
[10]	黄炜, 罗斌, 李斌, 等. 不同构造形式绿色混凝土叠合板受弯性能试验[J]. 湖南大学学报(自然科学版), 2019, 46(7):35-44.
[11]	TIMOSHENKO S, WOINOWSKY K S. Theory of plates and shells[M]. 2nd ed. New York:Mcgraw Hill Book Company Inc, 1958.
[12]	R派克, W L根勃尔. 钢筋混凝土板[M]. 上海:同济大学出版社,1992.

Relative Articles

[1]	JIN Wei, ZHAI Changhai, LIU Wen. Effects of In-Plane Damage of infill Walls on Their Out-of-Plane Bearing Capacity Reduction Factors[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(2): 117-127. doi: 10.3724/j.gyjzG23121430
[2]	LI Tianbao, XU Jiapei, LIU Kaifu. EFFECT OF RIGID PILES ON BEARING PROPERTIES OF COMPOSITE FOUNDATION WITH GEOGRID-REINFORCED CUSHIONS SUPPORTED WITH PILES SUBJECTED TO CYCLIC LOADS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 137-142. doi: 10.13204/j.gyjzG20112307
[3]	LI Shu'an, ZHANG Junhua, TIAN Shizhen, WU Jianqun, CHANG Jingcheng, WANG Yukui. RESEARCH ON BEARING CHARACTERISTICS OF GROUP PILE FOUNDATIONS CONSIDERING PILE-SOIL-CAP INTERACTION IN STRATIFIED SOIL[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(8): 65-71. doi: 10.13204/j.gyjzG201908210002
[4]	LYU Min, HOU Wei, WANG Xuhong, YANG Qiuyu, LYU Tao, XIA Jiaguo, LI Yuxi, YIN Yue. STUDY OF INTERACTION BETWEEN BUFFER AND BACKFILL MATERIALS IN GEOLOGICAL DISPOSAL REPOSITORIES OF HIGH-LEVEL RADIOACTIVE WASTES IN CHINA[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(9): 12-16. doi: 10.13204/j.gyjzG20063018
[5]	DIAO Yu, YANG Chao, XUE Cheng, ZHAO Yubo, DU Yiming. RESEARCH ON FAILURE MECHANISMS OF EMBANKMENTS REINFORCED WITH RIGID PILES UNDER THE ACTION OF SEISMIC LOADS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(10): 94-100,10. doi: 10.13204/j.gyjzG20031005
[7]	Zhang Yin, Lu Junlong, Huang Wei, Zhang Weifeng, Tian Jie. ANALYSIS OF OPTIMUM DESIGN OF PILE-RAFT FOUNDATION OF ECOLOGICAL COMPOSITE WALL STRUCTRUE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 37-40,11. doi: 10.13204/j.gyjz201208008
[8]	Huang Wei, Xue Weiwei, Zhang Chenghua, Li Yunzhang. PUSHOVER ANALYSIS OF SOIL-PILE-ECO-COMPOSITE WALLS INTERACTION SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 79-83. doi: 10.13204/j.gyjz201112018
[9]	LüFanren, Yin Jiming, Jin Yaohua, Yao Rong. ANALYSIS OF PILE IN CONSIDERATION OF PLASTIC INTERACTION BETWEEN PILE AND SOIL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 52-55,41. doi: 10.13204/j.gyjz201007014
[10]	Zhang Zhiying, Wang Hongwei, Duan Xuegang, LüXilin. INFLUENCE OF SOIL AND STRUCTURE DYNAMIC INTERACTION ON BASE SHAKE -ISOLATION STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 54-57. doi: 10.13204/j.gyjz200710015
[11]	Su Jianhua, Han Dajian, Xu Qigong. FORM- FINDING ANALYSIS OF MEMBRANE STRUCTURES WITH ELASTIC SUPPORTS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 75-78. doi: 10.13204/j.gyjz200602022
[12]	Liu Zhigang, Wang Qizhi, Peng Shengen. DEFORMATION BEHAVIOR OF COMPOSITE FOUNDATION UNDER HORIZONTAL LOADING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 60-63. doi: 10.13204/j.gyjz200502017
[13]	Yang Suchun. RESEARCH ON THICKNESS OF CUSHION AND PILE- SOIL STRESS RATIO OF CFG PILE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(6): 44-47. doi: 10.13204/j.gyjz200406015
[14]	Wang Baoquan, Yang Min, Xiong Juhua. ANALYSIS OF INTERNAL FORCE OF LATERAL SECTION OF BOX BURIED PIPELINE BASED ON PIPE-SOIL INTERACTION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 33-35,39. doi: 10.13204/j.gyjz200407009
[15]	Liu Guanglei, Song Erxiang. FINITE ELEMENT ANALYSIS OF RIGID PILE COMPOSITE FOUNDATION UNDER HORIZONTAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 41-44,26. doi: 10.13204/j.gyjz200411011

Supplements(0)

Cited By

Cited by

Periodical cited type(2)

1.	陶清林，徐立洲，孔炯. 基于复形法的钢框架结构多目标多层次优化设计. 安徽工业大学学报(自然科学版). 2020(01): 73-79 .
2.	张鹏飞. 工程结构优化的发展和研究现状论述. 山西建筑. 2016(22): 40-41 .

Other cited types(1)

Proportional views

Proportional views

通讯作者: 陈斌, bchen63@163.com

1.
沈阳化工大学材料科学与工程学院沈阳 110142

Get Citation

PDF

XML

Article Metrics

Article views (106) PDF downloads(3)