Determining equivalent-sectional shear modulus in torsion tests for laminated glass beams using photogrammetry method

نویسندگان

چکیده

This paper proposes a concise concept for quantifying the shear/torsional stiffness of laminated glass beams experimentally by introducing Equivalent-Sectional Shear Modulus (ESSM), that is directly measured from torque and sectional-rotation correlation with torsion test tailor-made photogrammetry technique. The advantage this method originated measuring overall rotation to response beam altogether rather than component individually. eliminates uncertainties analytical approximations are commonly adopted most existing methods in which composite shear/torsion derived its mechanical properties. technique increased accuracy sectional measurement acquiring dense displacement sample points on simultaneously. setup efficacy design were proven micrometre monolithic test. One each polyvinyl butyral (PVB) SentryGlas Plus (SGP) tested multiple times non-destructively determine ESSM. result SGP showed closer agreement previous studies, however PVB exhibited larger difference studies. It also suggested properties interlayer played an important role behaviour beam. experimental outcomes have demonstrated proposed accurate effective ESSM beams.

برای دانلود باید عضویت طلایی داشته باشید

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

Simple Numerical Model of Laminated Glass Beams

This contribution presents a simple Finite Element model aimed at efficient simulation of layered glass units. The adopted approach is based on considering independent kinematics of each layer, tied together via Lagrange multipliers. Validation and verification of the resulting model against independent data demonstrate its accuracy, showing its potential for generalization towards more complex...

متن کامل

Comparison of viscoelastic finite element models for laminated glass beams

Laminated glass elements, which consist of stiff elastic glass layers connected with a compliant viscoelastic polymer foil, exhibit geometrically non-linear and time/temperature-sensitive behavior. In computational modeling, the viscoelastic effects are often neglected or a detailed continuum formulation typically based on the volumetric-deviatoric elastic-viscoelastic split is used for the int...

متن کامل

semi-analytical solution for static and forced vibration problems of laminated beams through smooth fundamental functions method

در این پایان نامه روش جدیدی مبتنی بر روش حل معادلات دیفرانسیل پارهای بر اساس روش توابع پایه برای حل مسایل ارتعاش اجباری واستاتیک تیرها و صفحات لایه ای ارایه شده است که می توان تفاوت این روش با روش های متداول توابع پایه را در استفاده از توابع هموار در ارضاء معادلات حاکم و شرایط مرزی دانست. در روش ارایه شده در این پایاننامه از معادله تعادل به عنوان معادله حاکم بر رفتار سیستم استفاده شده است که مو...

15 صفحه اول

Time/Temperature-Dependent Finite Element Model of Laminated Glass Beams

The polymer foil used for manufacturing of laminated glass members behaves in a viscoelastic manner with temperature dependance. This contribution aims at incorporating the time/temperature-dependent behavior of interlayer to our earlier elastic finite element model for laminated glass beams. The model is based on a refined beam theory: each layer behaves according to the finite-strain shear de...

متن کامل

Initial Postbuckling Behavior of Shear Deformable Symmetrically Laminated Beams

Abstract-Results for the initial postbuckling behavior of laminated beams are presented. Shear deformation effects are incorporated by relaxing certain assumptions of thin beam/plate theory. The analysis used is in the spirit of Koiter [Doctoral thesis, Delft, Amsterdam, English translation AFFDL-TR-70-25, (1970)], who developed asymptotic expressions for the potential energy in the neighborhoo...

متن کامل

ذخیره در منابع من


  با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

ژورنال

عنوان ژورنال: Composite Structures

سال: 2021

ISSN: ['0263-8223', '1879-1085']

DOI: https://doi.org/10.1016/j.compstruct.2021.114572