First report of Colletotrichum siamense as a causal agent of anthracnose on wax apple (Syzygium samarangense) in China.

Wax apple (Syzygium samarangense) is an important fruit tree widely cultivated in China. Yield losses are usually serious due to different diseases among which anthracnose (Colletotrichum spp.) is one of the most damaging (He et al, 2019). This disease was found in Yunnan, China and an average incidence of 56.7% diseased leaves was recorded in21 orchards surveyed in July2021. The disease lesions on leaves were circular, angular or oval (7.2-15.6 mm), with whitish center and brown outer area surrounded by a yellow halo; irregular spots or blight areas formed later. It can also infect fruits forming pale-brown, circular and sunken spots before harvest and rot of stored fruits. Diseased leaves were sampled from orchards in Ximeng (N117.78oE39.89o) and Ninger (E101.04oN23.05o) counties of Yunnan for fungal isolation; three and five pure isolates were recovered from Ximeng (LWTJ1-LWTJ3) and Ninger (LB4-LB8) samples, respectively, by plating disinfested tissue (surface-sterilized with 2% NaClO3) on potato dextrose agar (PDA) followed by hyphal tip purification and incubation at 25oC. Two repeated tests following Koch's postulates were conducted to verify pathogenicity of the eight isolates. In each test, three healthy seedlings per isolate were sprayed with conidia suspenson (2.26×105cfu/mL) until runoff from leaves while control plants were sprayed with sterile water. The plants were kept in the dark at RH100 for 24 h in a black box and then in a growth chamber (28oC, RH>90% and lighting 12h/d). Detached fruits were inoculated with mycelial discs on the puncture-wound surface. Anthracnose symptoms developed on all seedlings and fruits inoculated with LWTJ2 or LB4 isolates, which were re-isolated from lesions of inoculated leaf/fruit, completing Koch's postulates. Control plants were healthy and symptomless. LWTJ2 and LB4 isolates were morphologically the same: the colonies on PDA were circular, pale-white, with cottony surface and readily forming orange conidium masses. The hyphae were hyaline, septate, branched mostly in near right angles. The conidia were hyaline, one-celled, smooth-walled, cylindrical with round ends, 9.8-17.5 (av.13.8) µm×4.4-6.5 (5.6) µm. The teleomorph was not observed in culture or on orchard trees. The morphological characters were consistent with those of C. siamense described by Weir et al (2012). The internal transcribed spacer region (ITS) was amplified from the two isolates by PCR and sequenced (1990) and were 545 bp in length (OL963924 & OL413460). BLAST analysis showed that both were 100% identical and they shared 99.08% identity with C. siamense WZ-365 from the ITS region (MN856443).The Tub2 (788 bp, ON637119) and Cal (768 bp, ON622249) genes (Weir et al, 2012) of LB4 were also obtained and they shared closest identity (99.45% & 100%) with those of C. siamense WZ-365 as well. Phylogenetic tree (neighbor-joining) analysis of the concatenated sequence of ITS, Tub2 and Cal genes of LB4 and those of related Colletotrichum spp. showed that LB4 clustered IN the same end-branch with C. siamense ICMP18578 (Bootstrap sup. = 98%). Thus, C. siamense was identified as the pathogen of wax apple anthracnose in Yunnan. It caused anthracnose on other crops as oranges and cacao (Azad et al, 2020). Also, C. fructicola and C. syzygicola were identified as pathogens of wax apple anthracnose in Thailand (Al-Obaidi et al, 2017). To our knowledge, this is the first report of C. siamense causing wax apple anthracnose in China.

Bond Behaviors of Steel Fiber in Mortar Affected by Inclination Angle and Fiber Spacing.

Considering the random orientation and distribution of steel fibers in concrete, the synergistic reinforcement of steel fibers on concrete is much complex than the bond of single fiber. It is meaningful to study the bond behavior of steel fiber during many actions. With the inclination angle of steel fiber to pullout direction and the fiber spacing as main factors, this paper carried out fifteen groups of pullout tests for hook-end steel fiber embedded in manufactured sand mortar. The inclination angle ranged from 0 to 60°, and the fiber spacing ranged from 3.5 mm to 21.2 mm. The characteristic pullout load-slip (PL-S) curve of steel fibers are given out after treating the original complete curves of each group test. The values of key points featured the debonding, peak and residual pullout loads and slips are determined from the characteristic PL-S curves. Based on a multi-index synthetical evaluation method, the nominal debonding strength, bond strength, residual bond strength and the debonding work, slipping work, and pullout work, as well as the debonding energy ratio, slipping energy ratio, and pullout energy ratio are analyzed. Results indicate that the bond performance represented by above indexes changes with the inclination angle and spacing of steel fibers. Except for the bond mechanism performing the same as aligned steel fibers by pullout test, the bond is dominated by the resistance of mortar to peeling off near pullout surface and scraping along pullout direction. When the inclination angle is over 15° or 30°, the bond performance is generally decreased, due to the peeling off of mortar on surface of transversal section with a certain depth. When the fiber spacing is over than 5 mm, the bond performance becomes worst due to the scraping out of mortar along with the slip of steel fibers.

The Optimization of Mix Proportion Design for SCC: Experimental Study and Grey Relational Analysis.

The optimization of mix proportions based on the targeted fresh and hardened performances of self-compacting concrete (SCC) is a foundation for its transition from laboratory research to industrial production. In this paper, the mix proportions of various SCC mixtures were designed by the absolute volume method with changes in the content of river sand and manufactured sand, the content of fly ash and granulated ground blast furnace slag (GGBS) and the maximum particle sizes of coarse aggregates. This experimental study was carried out to verify the workability, density and cubic compressive strength of SCC. The results show that SCC demonstrated good performance with appropriate mix proportions of manufactured sand and river sand. A hybrid effect of fly ash and GGBS appeared on the fresh performance of SCC with a constant strength, and the coarse aggregate with a smaller maximum particle size was beneficial to the workability but detrimental to the compressive strength of SCC. Finally, the optimization of the mix proportion of SCC was evaluated by grey relational analysis, in which the weight of the indicators was determined by the entropy method to improve the evaluation credibility. As a result, the optimal mix proportions of SCC were selected.

Effect of Steel Fiber Content on Shear Behavior of Reinforced Expanded-Shale Lightweight Concrete Beams with Stirrups.

To determine the validity of steel fiber reinforced expanded-shale lightweight concrete (SFRELC) applied in structures, the shear behavior of SFRELC structural components needs to be understood. In this paper, four-point bending tests were carried out on reinforced SFRELC beams with stirrups and a varying volume fraction of steel fiber from 0.4% to 1.6%. The shear cracking force, shear crack width and distribution pattern, mid-span deflection, and failure modes of test beams were recorded. Results indicate that the shear failure modes of reinforced SFRELC beams with stirrups were modified from brittle to ductile and could be transferred to the flexure mode with the increasing volume fraction of steel fiber. The coupling of steel fibers with stirrups contributed to the shear cracking force and the shear capacity provided by the SFRELC, and it improved the distribution of shear cracks. At the limit loading level of beams in building structures at serviceability, the maximum width of shear cracks could be controlled within 0.3 mm and 0.2 mm with the volume fraction of steel fiber increased from 0.4% to 0.8%. Finally, the formulas are proposed for the prediction of shear-cracking force, shear crack width, and shear capacity of reinforced SFRELC beams with stirrups.

Complete Stress-Strain Curves of Self-Compacting Steel Fiber Reinforced Expanded-Shale Lightweight Concrete under Uniaxial Compression.

To expand the structural application of steel fiber reinforced expanded-shale lightweight concrete (SFRELC), a self-compacting SFRELC with high-workability was developed based on previous research. As part of the investigation, the present study focuses on the adaptability of formulas used for the complete stress-strain curves of steel fiber reinforced lightweight-aggregate concrete and conventional concrete under uniaxial compression. On the basis of mix proportion of SFRELC, self-compacting SFRELC was designed with the volume fraction of steel fiber as 0%, 0.4%, 0.8%, 1.2%, 1.6%, and 2.0%. Eighteen cylindrical specimens with dimensions of Φ150 mm × 300 mm were tested to measure the uniaxial compressive stress-strain curves of self-compacting SFRELC. Results indicated that, with the increasing volume fraction of steel fiber, the compressive strain at the peak-stress of the stress-strain curve increased, while the slope of the descending portion decreased. This increased the energy absorption of self-compacting SFRELC with a higher compression toughness. With a comparison of test results between four groups of calculation models, a group of formulas is selected to express the complete stress-strain curves of self-compacting SFRELC under uniaxial compression.

Dataset of tensile strength development of concrete with manufactured sand.

This article presents 755 groups splitting tensile strength tests data of concrete with manufactured sand (MSC) in different curing age ranged from 1 day to 388 days related to the research article "Experimental study on tensile strength development of concrete with manufactured sand" (Zhao et al., 2017) [1]. These data were used to evaluate the precision of the prediction formulas of tensile strength of MSC, and can be applied as dataset for further studies.