Masonry as structured continuum

被引：67

作者：

Masiani, R ^{[1
]}

Rizzi, N ^{[1
]}

Trovalusci, P ^{[1
]}

机构：

[1] UNIV ROME,DIPARTIMENTO SCI INGN CIVILE,I-00146 ROME,ITALY

来源：

MECCANICA | 1995年 / 30卷 / 06期

关键词：

masonry; macroscopic characterization; continuum mechanics;

D O I：

10.1007/BF00986573

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

A structured continuum model is formulated to describe the behaviour of block masonry modelled as distinct rigid body systems with elastic interfaces. A correspondence between the two motions is obtained by postulating a relationship between the displacement fields of the continuum and the discrete models. The constitutive functions for the dynamic actions of the continuum are derived by equating the power of the two models.

引用

页码：673 / 683

页数：11

共 9 条

[1]

BENVENUTO E, 1990, COMMUNICATION

[2]

BESDO D, 1985, ARCH MECH, V37, P603

[3]

Capriz G., 1989, CONTINUA MICROSTRUCT, DOI DOI 10.1007/978-1-4612-3584-2

[4] ELASTIC-MATERIAL CONSTANTS FOR ISOTROPIC GRANULAR SOLIDS WITH PARTICLE ROTATION [J].

CHANG, CS ;

MA, L .

INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1992, 29 (08) :1001-1018

[5]

Di Carlo A, 1990, MECCANICA, V25, P168, DOI [10.1007/BF01556436, DOI 10.1007/BF01556436]

[6]

MASIANI R, UNPUB MECCANICA

[7] MICRO-STRUCTURE IN LINEAR ELASTICITY [J].

MINDLIN, RD .

ARCHIVE FOR RATIONAL MECHANICS AND ANALYSIS, 1964, 16 (01) :51-78

[8]

MUHLHAUS HB, 1989, ING ARCH, V59, P124, DOI 10.1007/BF00538366

[9]

Nowacki W., 1972, THEORY MICROPOLAR EL

← 1 →