Abstract

In North America, and abroad, there currently exist standard test protocols for assessing the watertightness of wall assemblies and fenestration components although most of these methods are not directly related to expectations of in-field conditions as might be experienced by a wall assembly over its intended service life. How useful might such test protocols be to help determine the longevity of wall assemblies to future climate loads? Existing walls may, depending on their geographic location, be vulnerable to future climate loads and thus risk premature deterioration. For the design of new wall assemblies consideration ought to given to the non-stationarity of the climate and implications on the moisture loads on walls and the expected performance over the long-term. To permit assessing the resilience of wall assemblies to the effects of a changing climate as may occur in the future, and indeed, perhaps heightened moisture loads, one requires sufficient information on the watertightness of the assembly in relation to specified wind-driven rain loads and wall air-leakage conditions from which wall moisture retention functions could readily be developed. Such moisture functions are the basis of input of moisture loads to hygrothermal models and from which the expected long-term wall moisture performance can subsequently be derived. In this paper, a description is provided of the strategies used to analyze the WDR load for generating experimental input for a watertightness test protocol under development to assess resilience of wall assemblies to moisture loads arising from the effects of wind-driven rain in consideration of both historical climate loads and those as may arise from a changing climate.

Highlights

  • )RU WKDW SRUWLRQ RI UDLQZDWHU WKDW UHDFKHV WKH H[WHULRU VXUIDFH RI WKH EXLOGLQJ IDoDGH LW FRXOG HQWHU WKH ZDOO.

  •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

  •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

Read more

Summary

Introduction

)RU WKDW SRUWLRQ RI UDLQZDWHU WKDW UHDFKHV WKH H[WHULRU VXUIDFH RI WKH EXLOGLQJ IDoDGH LW FRXOG HQWHU WKH ZDOO.

Results
Conclusion
Full Text
Paper version not known

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call