SELECTED ASPECTS OF COMPUTER MODELING OF REINFORCED CONCRETE STRUCTURES

被引：16
作者：
Szczecina, M. [1 ]
Winnicki, A. [2 ]
机构：
[1] Kielce Univ Technol, Fac Civil Engn, Fac Civil Engn & Architecture, Al Tysiaclecia Panstwa Polskiego 7, PL-25314 Kielce, Poland
[2] Cracow Univ Technol, Fac Civil Engn, Ul Warszawska 24, PL-31155 Krakow, Poland
来源：
ARCHIVES OF CIVIL ENGINEERING | 2016年 / 62卷 / 01期
关键词：
concrete damaged plasticity; Abaqus; frame corners; opening bending moment; dilation angle; relaxation time;
D O I：
10.1515/ace-2015-0051
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The paper presents some important aspects concerning material constants of concrete and stages of modeling of reinforced concrete structures. The problems taken into account are: a choice of proper material model for concrete, establishing of compressive and tensile behavior of concrete and establishing the values of dilation angle, fracture energy and relaxation time for concrete. Proper values of material constants are fixed in simple compression and tension tests. The effectiveness and correctness of applied model is checked on the example ofreinforced concrete frame corners under opening bending moment. Calculations are performed in Abaqus software using Concrete Damaged Plasticity model of concrete.
引用
收藏
页码：51 / 64
页数：14
相关论文
共 11 条
  • [1] [Anonymous], 2012, ABAQUS 6 12 ANAL USE
  • [2] [Anonymous], 199211 EN
  • [3] [Anonymous], HERON
  • [4] [Anonymous], FIB MODEL CODE CONCR
  • [5] Duvaut G, 1976, INEQUALITIES MECH PH, DOI DOI 10.1007/978-3-642-66165-5
  • [6] Genikomsou A, 2014, 8 INT C AMCM 2014 WR, P210
  • [7] Jankowiak T., 2010, THESIS
  • [8] KUPFER H, 1973, VERHALTEN BETONS MEH
  • [9] A PLASTIC-DAMAGE MODEL FOR CONCRETE
    LUBLINER, J
    OLIVER, J
    OLLER, S
    ONATE, E
    [J]. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1989, 25 (03) : 299 - 326
  • [10] Szarlifiski J., 2002, KONSTRUKCJE BETONU P
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