This report summarizes information regarding the analysis of concrete systems subjected to rapid loading. Engineers will obtain an overview of the subject matter along with recommended approaches for analysis and selection of material properties. Researchers will obtain a concise source of information from leading authorities in the field conducting research and applying these concepts in practice. This report describes how, as strain rates increase above 10 –4 to 10 –3 s –1 , concrete in tension and compression becomes stronger and stiffer, with less prepeak crack growth and less ductile behavior in the postpeak region. The rate dependence of bond is shown to be due to local crushing around deformations of the bar and to have the same relationship to rate as compressive strength. The practical effect of this local crushing is to concentrate strains in a small number of cracks, thus lowering the overall ductility of reinforced members. Finally, it is concluded that computational models of postpeak behavior under either dynamic or static load should use a localization limiter so that strain softening into arbitrarily small regions is prevented. The models should also properly pose the equations of motion; one appropriate way to do this is to represent softening through rate dependence, such as viscoplasticity.
Keywords: computational modeling; concrete-reinforcement bond; cracking;
fracture energy; fracture mechanics; fracture toughness; size effect; strain rate;
stress-intensity factor; stress rate.
Table of Contents
1.2 Conceptual models
Chapter 2-Experimental evidence of rate effects
2.1 Mode I failure: plain concrete and mortar
2.2 Failure under compressive stress
2.3 Mixed-mode failure
2.4 Bond Failure
2.5 Concluding remarks
Chapter 3-Analytical modeling of strain-rate effects
2.1 Models for rate dependence of fracture based on micromechanics
3.2 Rate-sensitive damage models that incorporate microcracking phenomena
3.3 Strain-rate dependent fracture model
Chapter 4-Computational modeling of localized failure under dynamic loading
4.1 Model of fracture process zone
4.2 Nonlocal continuum models
Printed / Hard Copy Products: The full and complete returned product will be accepted if returned within 60 days of receipt and in salable condition. A 20% service charge applies. Return shipping fees are the customer’s responsibility.
Electronic /Downloaded Products & Online Learning Courses: These items are not eligible for return.
Exchanges: Contact ACI’s Customer Services Department for options (+1.248.848.3800 – ACICustomerService@concrete.org).