期刊
JOURNAL OF STRUCTURAL ENGINEERING
卷 147, 期 4, 页码 -出版社
ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)ST.1943-541X.0002916
关键词
Cross-laminated timber (CLT); Cross-laminated bamboo and timber (CLBT); Bamboo; Glubam; Bending; Stiffness; Capacity; Plane assumption; Slip
资金
- National Natural Science Foundation of China [NSFC 51978606]
- Distinguished Professorship and Student Research Training Program - Zhejiang University
This study found that cross-laminated bamboo and timber beams exhibit elastobrittle behavior and adequate load-carrying capacity. The calculated bending stiffness and capacity fall between values calculated by two prediction models.
This technical note reports the results from a pilot testing program on the flexural behavior of cross-laminated bamboo and timber (CLBT) beams. The testing parameters include the combinations of two types of timbers, spruce-pine-fir (SPF) and poplar, as inner layers as well as two types of glubam, thin- and thick-strip glubam, as surface layers. The simply supported specimens were tested in flatwise and sidewise setups with three-point loading. The test results show that the CLBT beams exhibited an elastobrittle behavior and had adequate load-carrying capacity. The bending stiffness and capacity calculated from the test results were between those calculated by the two prediction models, i.e., a relative slip assumption model and a plane assumption model. (C) 2021 American Society of Civil Engineers.
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