Experimental study on multiple-bolt steel-to-timber tension joints

Title: Experimental study on multiple-bolt steel-to-timber tension joints
Author(s): N. Gattesco, I. Toffolo
Paper category : journal
Serial title: Materials and Structures
Abreviated Serial title: Mater. Struct.
ISSN: 1359-5997
Publisher: RILEM Publications SARL
Volume: 37
Issue: 266
Issue date: 2004-03-01
Publication year: 2004
Pages: 129 - 138
Total Pages: 10
Nb references: 26
Language: English

Abstract: This recommendation is valid for structural applications of concrete under service and accident conditions.
This document presents test parameters (material and environmental), and test procedures for determining the modulus of elasticity of concrete cylinders at constant temperature Tmax after first heating or after cooling from Tmax to ambient.
The test temperatures range from 20 to 750°C or above.
The modulus of elasticity can be determined for specimens heated with or without a constant uniaxial compressive externally applied load, see Ref.
1.

Online publication: 2004-01-26
Classification: Technical Reports
Publication type : full_text
Public price (Euros): 0.00
doi: 10.1617/13724