岩土/混凝土---国外基于数学图像相关法的各个学科研究情况

Modelling capacity of transparent soil

Jinyuan Liu and Magued G.Iskander

Analysis of compressive fracture of three different concretes by means of 3D-digital image correlation and vacuum impregnation

Daniel Caduff, Jan G.M. Van Mier *

Institute for Building Materials ETH Zurich, 8093 Zurich, Switzerland

Cement & Concrete Composites 32 (2010) 281–290

Interlaminar Peeling in Concrete Beams Repaired with CFRP PEDRO ALEXANDRE SIMÕES MARTINS NATÁRIO

Dissertação para obtenção do Grau de Mestre em

ENGENHARIA CIVIL

JúriPresidente: Prof. Pedro Parreira (Instituto Superior Técnico)

Orientadores: Prof. Nuno Silvestre (Instituto Superior Técnico)

Prof. Björn Täljsten (Technical University of Denmark)

Vogais: Prof. Jorge Alfaiate (Instituto Superior Técnico)

Experimental Investigation on Granite Masonry Behavior under Compression

Authors:

Fei Zeng, Weidlinger Associate and the City College of New York, New York, NY, 10031,

zengfei@ce.ccny.cuny.edu

Feng-Bao Lin, The City College of New York, New York, NY, 10031, flin@ce.ccny.cuny.edu

Kolluru V. Subramaniam, The City College of New York, New York, NY, 10031,

ksubram@ce.ccny.cuny.edu

Structures 2009: Don't Mess with Structural Engineers © 2009 ASCE

High speed tensile behavior of sisal fiber cement composites

Flávio de Andrade Silva a, Deju Zhub, Barzin Mobasherb,∗,

Chote Soranakomb, Romildo Dias Toledo Filhoc

a Institute of Construction Materials, TU Dresden, 01062 Dresden, Germany

b Department of Civil and Environmental Engineering, Arizona State University, Tempe, AZ85287-8706, United States

c Civil Engineering Department, COPPE, Universidade Federal do Rio de Janeiro, P.O. Box 68506, CEP 21941-972, Rio de Janeiro, RJ, Brazil