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ABAQUS混凝土損傷參數(shù)計算方法*
方自虎,周???,賴少穎,謝強
摘 要

(深圳大學(xué)土木工程學(xué)院,深圳518060

[摘要] 本文提出了一種可有效確定混凝土損傷參數(shù)的新方法,并通過三個循環(huán)荷載作用下的鋼筋混凝土柱試件利用ABAQUS混凝土損傷塑性模型進(jìn)行數(shù)值分析,探討了幾種不同混凝土損傷變量參數(shù)確定方法對數(shù)值分析結(jié)果的影響,數(shù)值分析表明了本文方法的有效性。

 

[關(guān)鍵詞] 混凝土結(jié)構(gòu);循環(huán)荷載;ABAQUS;損傷參數(shù);數(shù)值分析。

 

中圖分類號TU375,O242       文獻(xiàn)標(biāo)識碼A        文章編號:

 

Method of calculating abaqus concrete damage parameter

Fang Zihu, Zhou Haijun,Lai Shaoying,Xie Qiang

College of Civil Engineering,Shenzhen University,Shenzhen 518060

 

AbstractAn effective new method was presented to calculate concrete damage parameters of ABAQUS. Three reinforced concrete columns under reversed cyclic loading were analyzed using concrete damaged plasticity model. Effects of several different methods for calculating damage parameters on the numerical results were investigated in this paper. The effectiveness of the present method was verified by three numerical examples.

 

Keywords: concrete structures; reversed cyclic loading; ABAQUS; damage parameter; numerical analysis.

 

參考文獻(xiàn)

[1] 張勁,王慶揚,胡守營等,ABAQUS混凝土損傷塑性模型參數(shù)驗證[J],建筑結(jié)構(gòu),2008,388):127-130.

[2] LEMAITRE J. A continuous damage mechanics model for ductile fracture[J]. Journal of Engineering Materials and Technology, 1985, 107: 83–89.

[3] EN1992-1-1. Eurocode 2: Design of concrete structures[S]. Brussels. 2004.

[4] GB 500102010,混凝土結(jié)構(gòu)設(shè)計規(guī)范[S].北京:中國建筑工業(yè)出版社,2010.

[5] 方自虎,周???,賴少穎,.ABAQUS混凝土應(yīng)力應(yīng)變關(guān)系選擇[J].建筑結(jié)構(gòu)增刊(S2),2013,43:559-564。

[6] BAINGO D. Performance of circular high-strength concrete columns under lateral load reversals [D]. Ottawa: University of Ottawa, 1996.

[7] ATTOLICO A, BIONDI S, NUTI C, et al. Influence of buckling of longitudinal rebars in finite element  modelling of reinforced concrete structures subjected to cyclic loading [C]//Proceedings, 12th World Conference  on Earthquake Engineering. Auckland.2000.

[8] MA S M, BERTERO V V, POPOV E P. Experimental and analytical studies on the hysteretic behavior of reinforced concrete rectangular and T-beams [R]. Berkeley : University of California, UCB/EERC-76/02, 1976.

[9] LIZHENXIAN27,混凝土損傷因子的定義[Z].百度文庫,http://wenku.baidu.com.

 

[10] 周青松,馮本秀.混凝土損傷彈性本構(gòu)關(guān)系及斷裂判據(jù)[J].安徽工業(yè)大學(xué)學(xué)報:自然科學(xué)版,2005,224),400-403.

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