Abstract

This paper examines the strength of wood adhesive bonds at high temperatures. The goal of this research is to better understand the conditions of heat delamination in cross laminated timber (CLT) that is exposed to fire. Heat delamination in CLT occurs when one lamination detaches from the composite panel before the char front reaches the bondline. Timber that falls from the panel, as a result of delamination, contributes additional fuel to the fire, which can cause fire regrowth, while the loss of a lamination causes a sudden loss in strength. Currently, to demonstrate that an adhesive does not delaminate, it must pass a full scale (6 m by 3 m) compartment fire test as prescribed in the PRG-320 product standard. In this work, we scaled down the mechanical loads and temperatures to 300 mm lap shear specimens. Seven different adhesives were tested and compared against solid wood controls with the same geometry as the lap shear specimens. Quasi-static tests were run where the specimens were loaded to failure at 25 °C and 260 °C, when the samples were at thermal equilibrium. Additionally, creep tests were performed where the load and temperature ramp was matched to the adhesive bondline temperatures measured in the large scale PRG-320 tests. With the exception of some of the polyurethane formulations, all adhesives passed the scaled-down creep test that resembles the PRG-320 standard. Of the polyurethane adhesives tested, only one formulation remained intact for the duration of the test. These results can be used to help better predict which adhesives may pass the PRG-320 test prior to full scale testing.

Highlights

  • Mass timber buildings are being rapidly adopted in North America

  • The International Code Council voted to change the regulation of mass timber buildings in the International Building Code (IBC) allowing mass timber buildings up to 18 stories to be constructed to the code; an increase of three-fold over the previous height limit for timber buildings [4]

  • The data presented in this paper show that clear differences in adhesive behavior at high temperatures, in both the creep test and quasi-static test, that are consistent with full-scale PRG-320 tests, and can be used to separate adhesives and make predictions about which adhesives will pass the full scale test

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Summary

Introduction

Mass timber buildings are being rapidly adopted in North America. Mass timber refers to a type of timber construction where the structural elements are made up of large, engineered wood elements, such as glue-laminated timber (glulam), structural composite lumber (SCL), or cross laminated timber (CLT). The unique structural aspects of mass timber makes it possible to build tall wood buildings, with notable North American examples being the 18-story Brock Commons in Vancouver, British Colombia, and the 8-story Carbon building in Portland, Oregon, with many more under construction [2,3]. The char formation and reduction of strength of these mass timber elements can be calculated with useful approximations if the engineered wood composite acts like solid wood [8]. In some early fire testing on cross-laminated timber, the wood–adhesive bond failed before the char front reached the adhesive bond line

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