Constitutive equations for mechanical properties of structural materials.
Constitutive equations for mechanical properties of structural materials.
复制标题
结构材料力学性能的本构方程。
DOI:
10.2514/3.4000
复制
发表时间:
1967
期刊:
影响因子:
2.5
通讯作者:
D. L. McLellan
中科院分区:
文献类型:
--
作者:
D. L. McLellan
A phenomenologic al constitutive equation has been developed to describe conventional stress-strain behaviors for several metallic and nonmetallic materials for strain rates up to 103 sec"1. Ambient temperature behavior has been empirically related to strain rate in a com- mon manner for all materials investigated. The equation form provides continuous stress- strain relationships up to ultimate strength in tension and large plastic strains in com- pression. T HE performance of a structural system is predicted from the mechanical properties of the materials employed. If the environment causes strain rates above the static rate, the resulting effects on modulus, strength, and ductility must be understood. An analytical description of mechanical behavior by a suitable constitutive equation form accounting for property changes with strain rate becomes necessary for accurate response calculations. The constitutive equation should provide continuous stress-strain information on all strain rates within the range of environmental conditions, and should be easily convertible into a convenient form for analyzing the particular structural problem of interest. A phenomenological constitutive equation form, applicable to structural materials in both uniaxial compression and tension at ambient temperature, has been developed and is discussed in three parts. First, the test methods used to ob- tain a wide range of strain rate data will be described. Secondly, equation development from test data will be shown as a common method for all of the materials included in the program. Thirdly, the results of equation development will be compared to test data to illustrate the accuracies and ranges that have been described for stress-strain behaviors.