Compression Fracture and Size Effect in High-Strength Concretes
高强混凝土的压缩断裂和尺寸效应
基本信息
- 批准号:9713944
- 负责人:
- 金额:$ 25.01万
- 依托单位:
- 依托单位国家:美国
- 项目类别:Standard Grant
- 财政年份:1997
- 资助国家:美国
- 起止时间:1997-10-01 至 2003-09-30
- 项目状态:已结题
- 来源:
- 关键词:
项目摘要
9713944 Bazant The fracture mechanics of concrete has progressed greatly, but only for tensile fracture, which is essentially a uniaxial phenomenon. The fracture mechanics of compression fracture, which is a triaxial phenomenon, is essentially unavailable. The present proposal, involving both theoretical and experimental studies, attempts to fill this gap. The theoretical program involves: (1) energy-based mathematical model for the propagation of a band of axial splitting crack (with internal buckling of microcracked material); (2) asymptotic analysis of size effect and shape effect, leading to simple `asymptotic-matching' formulas; (3) formulation of size-effect method for deternining compression fracture characteristics; (4) generalization of the existing microplane model for damage in compression, with consideration of the effect of time or loading rate; and (5) application to the analysis of explosive failure of high-strength concrete columns or walls subjected to fire. The experimental program, designed to verify and calibrate the theory, involves: (1) size-effect tests of double- cantilever fracture specimens with compression-tension loading; (2) size effect tests of compression fracture of cylindrical specimens with small or large notches; and (3) tests of the influence of rate or time. ***
9713944 Bazant混凝土的断裂力学已经有了很大的进展,但仅限于拉伸断裂,这本质上是一种单轴现象。 压缩断裂是一种三轴现象,其断裂力学基本上是不可用的。 本建议,涉及理论和实验研究,试图填补这一空白。 理论课程包括:(1)轴向劈裂裂纹带扩展的能量数学模型(2)尺寸效应和形状效应的渐近分析,导出了简单的“渐近匹配”公式,(3)确定压缩断裂特性的尺寸效应方法的公式,(4)确定了压缩断裂特性的尺寸效应方法。(4)推广了已有的压缩损伤微平面模型,考虑了时间或加载速率的影响,(5)应用于高强混凝土柱或墙在火灾下的爆炸破坏分析。 为验证和校正理论而设计的实验程序包括:(1)压-拉载荷下双悬臂断裂试样的尺寸效应试验;(2)小切口和大切口圆柱形试样压缩断裂的尺寸效应试验;(3)速率或时间影响试验。 ***
项目成果
期刊论文数量(0)
专著数量(0)
科研奖励数量(0)
会议论文数量(0)
专利数量(0)
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Zdenek Bazant其他文献
Zdenek Bazant的其他文献
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{{ truncateString('Zdenek Bazant', 18)}}的其他基金
Effect of Crack-Parallel Stresses on Fracture of Concrete and Other Quasibrittle Materials
裂纹平行应力对混凝土和其他准脆性材料断裂的影响
- 批准号:
2029641 - 财政年份:2020
- 资助金额:
$ 25.01万 - 项目类别:
Standard Grant
EAGER/Collaborative Research: New Concept of Sorption Hysteresis and Disjoining Pressure in Concrete and Other Adsorbent Microporous Solids
EAGER/合作研究:混凝土和其他吸附性微孔固体中吸附滞后和分离压力的新概念
- 批准号:
1153494 - 财政年份:2011
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$ 25.01万 - 项目类别:
Standard Grant
Excessive Bridge Deflections: Inverse Analysis to Identify Multi-Decade Creep Properties of Concrete
桥梁过度挠度:通过反演分析来识别混凝土的数十年蠕变特性
- 批准号:
1129449 - 财政年份:2011
- 资助金额:
$ 25.01万 - 项目类别:
Standard Grant
Statistical Mechanics of Safety Factors: From Atomic Scale to Structural Scale
安全系数的统计力学:从原子尺度到结构尺度
- 批准号:
0556323 - 财政年份:2006
- 资助金额:
$ 25.01万 - 项目类别:
Standard Grant
Scaling of Metal Plasticity on Approach to Nanoscale: Asymptotic Analysis
接近纳米尺度的金属塑性尺度:渐近分析
- 批准号:
0301445 - 财政年份:2003
- 资助金额:
$ 25.01万 - 项目类别:
Standard Grant
Micromechanics-Based Concrete Model For Realistic Large- Scale Computations of Failure
用于实际大规模失效计算的基于微观力学的具体模型
- 批准号:
9732791 - 财政年份:1998
- 资助金额:
$ 25.01万 - 项目类别:
Continuing Grant
U.S.-Czech Engineering Research on Softening Damage, Fracture and Size Effect in Concrete Structures Under Dynamic and Cyclic Loads
美捷工程研究动态和循环荷载下混凝土结构的软化损伤、断裂和尺寸效应
- 批准号:
9531299 - 财政年份:1996
- 资助金额:
$ 25.01万 - 项目类别:
Standard Grant
Europe-U.S. Workshop on Fracture and Damage of Quasibrittle Materials: Experiment, Modeling and Computation
欧洲-美国
- 批准号:
9313122 - 财政年份:1994
- 资助金额:
$ 25.01万 - 项目类别:
Standard Grant
Fracture of High-Performance Quasibrittle Materials: Effects of Loading Rate & Fatigue
高性能准脆性材料的断裂:加载速率的影响
- 批准号:
9114476 - 财政年份:1992
- 资助金额:
$ 25.01万 - 项目类别:
Continuing Grant
Internationl Symposium on Creep and Shrinkage of Concrete
混凝土徐变与收缩国际研讨会
- 批准号:
9215299 - 财政年份:1992
- 资助金额:
$ 25.01万 - 项目类别:
Standard Grant
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