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The volatile pyrolytic products of basswood (Tilia amurensis) specimens treated with FRW and its components guanylurea phosphate and boric acid were analyzed by GC-FTIR.
      
Initiation and propagation laws of the glass cracks in specimens subjected to normal loading under the action of symmetric wedge
      
To improve the machining precision of part surfaces and to facilitate tool design and cutting parameter selection, the initiation and propagation laws of glass cracks in specimens subjected to normal loading by symmetric wedges were investigated.
      
The relationship between medial crack length and normal loading was also investigated when specimens were indented by symmetrical wedges with interior angles of 30°-120°.
      
The cyclic stress-strain of DD3 notched specimens under asymmetrical loading at 680°C was analyzed.
      
All the test data fall into the factor of 2.5 for CMSX-2 hollow cylinder specimens and 2.0 scatter band for DD3 notched specimens, respectively.
      
All their specimens are deposited in the insect specimen laboratory of the Department of Resources, Southwest Forestry College (Kunming, China).
      
Of these specimens, there are 36 families, 99 genera, and 244 species (including 17 varieties, 5 formes, and 1 subspecies) which have been studied and identified.
      
The expression of ADM was detected using immunohistochemical staining in specimens from 15 normal controls, 28 cases of uterine leiomyoma (LE) and 19 cases of uterine leiomyosarcoma (LES).
      
Next, two adult fresh cadaver specimens were perfused with lead oxide-gelatine mixture and subject to radiographic CT scanning on their torsos.
      
At higher temperature (873 K), the re-crystallization took place in the specimens.
      
Systematic and phylogenetic analysis has long been limited because of the rarity of complete specimens.
      
The results reveal that the values of GI-bridging of different specimens at any crack propagation are strongly associated with the values of fracture energy of specimens.
      
If the values of fracture energy between different specimens are comparable, the differences between GI-bridging are ignored.
      
Thirteen specimens, with concrete strengths ranging from 94.9 to 105.4 MPa and shear-span ratios of 2.75, were manufactured.
      
The axial load ratio and the stirrup reinforcement ratio were the main experimental variables affecting the dynamic behavior of the specimens.
      
The coefficients of the specimens' displacement ductility were calculated.
      
The proposed model is used to analyze the deformation and strength of fully-graded aggregate mass concrete and the wet screened aggregate concrete specimens.
      
All three sections have certain post-buckling strength, and the failure modes of most of the specimens contained distortional buckling.
      
The fracture tests are carried out on the total of 43 concrete specimens where the small-size aggregates with the maximum size of 10 mm are chosen.
      
 

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